| Preface |
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xxvii | |
| Committees of the SEMC 2022 International Conference |
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xxxi | |
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Metal additive manufacturing in structural engineering: Review, opportunities and outlook |
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3 | (2) |
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Computational modeling of FRC: From 3D printing to robust design |
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5 | (2) |
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FRP strengthening of metallic structures: From research to practice |
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7 | (2) |
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In-test analytical model updating for accurate hybrid dynamic simulations |
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9 | (2) |
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Value of vibration-based structural monitoring for bridge emergency management |
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11 | (2) |
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Understanding tensegrity with an energy function |
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13 | (4) |
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2 Dynamic analysis, Vibration response, Vibration control, Environmental vibrations, Fluid-structure interaction |
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Bridge flutter and how to prevent it at low cost |
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17 | (2) |
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Early assessment of the vibroacoustic performance of large lightweight buildings |
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19 | (2) |
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Modal analysis of CLT beams: Measurements and predictive simulations |
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21 | (2) |
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Optimal design of viscoelastic tuned mass dampers for structures exposed to coloured excitations |
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23 | (2) |
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Numerical investigation on train-bridge interaction after ship impact event: Train running safety in different scenarios |
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25 | (2) |
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Research advancement on submerged floating tunnels: Recent activity at DICA-Politecnico di Milano |
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27 | (2) |
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The influence of near-surface soil layer resonance on vibrations in pile foundations |
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29 | (2) |
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Prediction of flutter velocity of long-span bridges using probabilistic approach |
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31 | (2) |
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The effect of pile slip on underwater noise emission in vibratory pile driving |
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33 | (2) |
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Dynamic analysis of highly symmetric cable dome structures |
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35 | (2) |
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Vibroacoustic performance of multi-storey buildings: A comparison of lightweight and heavy structures in the early design phase |
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37 | (2) |
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Effect of modelling the air in rooms on the prediction of vibration transmission in cross-laminated timber buildings |
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39 | (2) |
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Numerical analysis of transversely isotropic unsaturated railway ground vibrations under a moving load using 2.5D FEM |
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41 | (2) |
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Incremental dynamic analysis of a hospital building in Oman |
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43 | (2) |
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Dynamic response of parabolic reflector antenna subjected to shock load and base excitation considering soil-structure interaction |
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45 | (2) |
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Effect of Cape storms on the flat roof-mounted solar panels |
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47 | (2) |
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Evaluating static and modal responses of a small scale conventional and bio-inspired wind turbine blade |
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49 | (4) |
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3 Seismic response, Seismic analysis, Earthquake-resistant design |
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Functional elements exploiting superelasticity and the shape memory effect of Fe-Mn-Al-Ni-X shape-memory-alloys in structural engineering |
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53 | (2) |
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Seismic response of curved structures in historical masonry churches |
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55 | (2) |
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Recent advances in tsunami design of coastal structures |
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57 | (2) |
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Load-level isolation system for industrial racks: Evaluations on a case study structure |
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59 | (2) |
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Seismic considerations in the dynamic characteristics of masonry infilled RC frames based on experimental tests |
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61 | (2) |
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Structural plan and design of bridge deck isolation system for seismic redundancy |
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63 | (2) |
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Study on seismic performance of fully bolted joints |
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65 | (2) |
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Effects of in-plan irregularity of RC framed buildings on the out-of-plane nonlinear seismic response of masonry infills |
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67 | (2) |
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Influence of infill walls on lateral load carrying capacity of buildings |
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69 | (2) |
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Simulation of many acceleration time histories with causality from an observed earthquake motion: Modeling of real part and reproduction of imaginary part by Hilbert transform |
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71 | (2) |
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Dynamic characterization of the Tower of Palazzo dei Vicari in Scarperia (Italy) during and after the 2019 Mugello seismic sequence |
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73 | (2) |
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Push-over tsunami analysis using ETABS |
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75 | (2) |
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Seismic fragility of corroded reinforced concrete highway bridges |
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77 | (2) |
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Assessment of the inter-story isolation technique applied to an existing school building |
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79 | (2) |
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Effects of frequency content of ground motions on seismic response of concrete gravity dams with varying reservoir levels |
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81 | (2) |
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A proposal for improving the elastic behaviour of dogbone |
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83 | (4) |
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4 Material modelling, Multi-scale modelling, Micromechanical modelling, Porous media, Biological tissue |
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Multiscale modelling in materials science and technology |
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87 | (2) |
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A multiscale approach to investigate residual stresses due to targeted cooling of hot bulk formed parts |
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89 | (2) |
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Introduction to lattice discrete particle model for thermoset polymers |
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91 | (2) |
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Artificial neural networks as material models for finite element analysis |
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93 | (2) |
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Simulations of elasto-plastic spils within the framework of the theory of porous media |
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95 | (2) |
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A coupled multi-field dynamic model for anisotropic porous materials |
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97 | (2) |
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Micromechanical modelling of failure during interactions between ice and subsea structures |
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99 | (2) |
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Variational formulation of weak layer stresses in stratified snowpacks |
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101 | (2) |
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An exact stiffness matrix method for nanoscale beams |
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103 | (2) |
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On the deformation of porous spherical shells and other spherical bodies |
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105 | (2) |
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Application of quasi-linear viscoelasticity for the characterisation of human buttocks adipose tissue |
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107 | (2) |
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Nonlocal beam analysis based on the stress-driven two-phase theory |
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109 | (2) |
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Modeling the hysteresis behavior of recycled rubber fiber reinforced bearings |
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111 | (2) |
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Numerical permeability prediction of multiscale textile architectures with varying contact angle and surface tension |
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113 | (2) |
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Data-driven design of high ductile metamaterials under uniaxial tension |
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115 | (2) |
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Modelling of biaxial tensile behaviour of the tracheal tissue using three exponential-based hyperelastic constitutive models |
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117 | (2) |
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Evaluating the tensile behaviour of rat myocardium across its three walls from biaxial tensile test data |
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119 | (2) |
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Investigation of the performance of different constitutive models on omasum uniaxial tensile behaviour |
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121 | (2) |
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Evaluating computational performances of Yeoh, Veronda-Westmann and Humphrey models on supraspinatus tendon uniaxial stress-strain behaviour |
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123 | (4) |
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5 Additive manufacturing, Manufacturing processes, Assembly processes, Kinematics |
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Robot supported wire arc additive manufacturing and milling of steel columns |
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127 | (2) |
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Global sensitivity analysis of sand-based binder jet 3D printed material |
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129 | (2) |
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Influence of process irregularities in additively manufactured structures |
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131 | (2) |
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Characterization of 3D printed concrete beams after exposure to high temperature |
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133 | (2) |
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Experimental studies on the mechanical response for structural design of wire-and-arc additively manufactured stainless steel bars |
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135 | (2) |
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Tolerance-free assembly of heat-treated reinforced concrete modules with geometric deviations |
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137 | (2) |
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Dimensional accuracy of casting patterns produced by selected 3D printing technologies |
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139 | (2) |
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The effect of wind on 3D printed concrete interlayer bond strength based on machine learning algorithms |
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141 | (2) |
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Tensile test of double-lap GFRP joint applying vacuum infusion wrapping |
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143 | (2) |
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Multiscale analysis of surfaces made with additive technology in medical aspects |
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145 | (2) |
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Bio-inspired kinematics of reconfigurable linkage structures |
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147 | (2) |
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Tribological analysis of selected 3D printing technologies in the context of building foundry models |
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149 | (2) |
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A case study of structural optimization for additive manufacturing |
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151 | (4) |
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6 Composite structures, Laminated structures, Sandwich structures, Adaptive structures, Numerical modelling, Numerical simulations |
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Piezoresistive sensor matrix for adaptive structures |
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155 | (2) |
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Numerical modelling of the residual burst pressure of thick composite pressure vessels after low-velocity impact loading |
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157 | (2) |
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Influence of interfacial debonding on the nonlinear structural response of profiled metal-faced insulating sandwich panels |
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159 | (2) |
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Accurate numerical integration in 3D meshless peridynamic models |
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161 | (2) |
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Phase field topology optimization of elasto-plastic contact problems with friction |
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163 | (2) |
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Computational analysis of magma-driven dike and sill formation mechanisms |
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165 | (2) |
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Numerical analysis of a high-rise building near sensitive infrastructures |
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167 | (2) |
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Moment support interaction of multi-span sandwich panels |
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169 | (2) |
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Influence of temperature on sandwich panels with PU rigid foam |
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171 | (2) |
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Minimum weight design of CNT/fibre reinforced laminates subject to a frequency constraint |
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173 | (2) |
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On the application of CFD and MDO to aircraft wingboxes using commercial software |
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175 | (4) |
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7 Damage mechanics, Damage modelling, Blast, Impact, Fracture, Fatigue, Progressive collapse, Structural robustness |
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Research on structural robustness through large-scale testing |
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179 | (2) |
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Using optical diagnostics for near field blast testing |
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181 | (2) |
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Experimental evaluation of composite floors under column loss scenarios |
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183 | (2) |
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The role of infills modelling in progressive collapse capacity assessment of RC buildings: A case study |
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185 | (2) |
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Computational study on the progressive collapse of precast reinforced concrete structures |
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187 | (2) |
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Assessment on impact response analysis by chord member fracture of steel truss bridge |
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189 | (2) |
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Lumped plasticity approach for the robustness assessment of structures |
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191 | (2) |
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Progressive collapse resistant design of tall buildings under fire load |
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193 | (2) |
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A multi-scale approach for quantifying the robustness of existing bridges |
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195 | (2) |
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Interpretation of collapse modalities for a timber roof truss |
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197 | (2) |
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Blast response of arching masonry walls: Theoretical and experimental investigation |
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199 | (2) |
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Blast behaviour of natural fibre composites: Response of medium density fibreboard and flax fibre reinforced laminates |
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201 | (2) |
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Comparison of TNT to PE4 charge using a simplified rigid torso |
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203 | (2) |
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Blast performance of retrofitted reinforced concrete highway bridges |
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205 | (2) |
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Investigation of permanent indentation due to low velocity impact on glass fibre reinforced plastics |
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207 | (2) |
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Advanced fatigue assessment methods: The future of modern wind turbines |
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209 | (2) |
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Fatigue damage in thick GFRP laminate through the vibration-based bending fatigue experiment |
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211 | (2) |
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Decoupling method for fracture modes in an orthotropic elastic material through a three-dimensional vision |
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213 | (2) |
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Investigation on 3D printed dental titanium Ti64ELI and lifetime prediction |
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215 | (2) |
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Detection of fatigue damage via neural network analysis of surface topography measurements |
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217 | (2) |
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Notch stress analysis on reinforcing steel bars using FE-simulations considering surface topography and structure properties |
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219 | (2) |
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Crashworthiness analysis of conical energy absorber filled with aluminum foam |
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221 | (2) |
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Numerical and experimental analysis of the triggering mechanism of the passive square thin-walled absorber |
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223 | (2) |
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Theoretical and experimental investigation into area increase of longitudinal cracks in pressurised pipes |
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225 | (2) |
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Numerical study of dynamic collapse resistance of an RC flat plate substructure under an interior column removal scenario |
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227 | (4) |
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8 Buckling of Beams, Columns and Thin-walled sections |
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Harnessing instabilities within metamaterial structures |
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231 | (2) |
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Plastic buckling of fixed-roof oil storage tanks under blast loads |
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233 | (2) |
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Modelling thin-walled members by means of the dynamic approach within the Generalised Beam Theory (D-GBT) |
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235 | (2) |
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On energy based flexural-torsional buckling criteria of double-tee shape elastic thin-walled members |
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237 | (2) |
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An individual shear deformation theory of beams with consideration of the Zhuravsky shear stress formula |
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239 | (2) |
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Elastic shear buckling of beams with sinusoidal corrugated webs |
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241 | (2) |
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Buckling check under biaxial loading considering different launching bearings and eccentric load introduction |
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243 | (2) |
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Lateral-torsional buckling of steel double-tee shape beams based on the decomposition of transverse load combinations |
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245 | (2) |
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Flexural-torsional buckling of steel double-tee shape beam-columns with lateral-torsional discrete restraints |
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247 | (2) |
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Influence of symmetry on the buckling behaviour of plane frames |
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249 | (2) |
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Machine learning optimization strategy for the inelastic buckling modelling of uncorroded and corroded reinforcing plain bars |
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251 | (2) |
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Numerical study of distortional buckling of single channels restrained by angle cleats |
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253 | (2) |
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Experimental investigation of distortional buckling of single channels restrained by angle cleats |
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255 | (4) |
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9 Plates, Shells, Membranes, Cable nets, Cable-stayed structures, Lightweight structures, Form-finding, Architectural considerations |
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Principle of constant stress in analytical form-finding for durable structural design |
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259 | (2) |
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Extraordinary mechanics in slender structural surfaces |
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261 | (2) |
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Asymmetric multifocal egg-like shells with elastic adaptive frameworks |
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263 | (2) |
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Analysis of constructional errors of in-service spatial prestressed steel structures |
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265 | (2) |
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Examples of application of principle of superposition and rules of symmetry in engineering design |
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267 | (2) |
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Full-scale tests of a lightweight footbridge: The Folke Bernadotte Bridge |
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269 | (2) |
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Numerical analysis of new assembled cable dome ring truss connections |
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271 | (2) |
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A numerical displacement-based approach for the structural analysis of cable nets |
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273 | (2) |
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Analytical and numerical analysis of anchored flexible steel liquid storage tanks subjected to seismic loads considering soil structure interaction |
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275 | (2) |
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Parametric study of the catenary dome under gravity load |
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277 | (4) |
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10 Structural applications of glass |
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Structural bonding with hyperelastic adhesives: Material characterization, structural analysis and failure prediction |
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281 | (2) |
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Reinforced glass: Structural potential of cast glass beams with embedded metal reinforcement |
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283 | (2) |
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Investigations on the concept of hybrid bonding in glass structures |
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285 | (2) |
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Topologically optimized structural glass megaliths: Potential, challenges and guidelines for stretching the mass limits of structural cast glass |
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287 | (2) |
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Rotational stiffness and strength of a two-sided reinforced laminated glass beam-column joint prototype: Experimental investigation |
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289 | (2) |
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Transparent smoke barriers |
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291 | (2) |
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Experimental investigations on EVA interlayers in the regime of large deformations in the context of the examination of the residual load bearing capacity of LSG |
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293 | (2) |
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In-plane loaded glass balustrades as structural members for balconies |
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295 | (2) |
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Thermal loads in triple glazing: Experimental and numerical case study |
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297 | (2) |
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Influence of the interlayer core material in thin glass-plastic composite panels on performance characteristics according to the requirements for laminated safety glass |
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299 | (2) |
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Load analysis for the development of a bonded edge seal for fluid-filled insulating glazing |
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301 | (2) |
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The strength of glass with digital printing |
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303 | (2) |
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Numerical simulation of the heat flow through laminated glass beams exposed to fire: A parametric study |
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305 | (4) |
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11 Steel structures, Steel connections, Steel-concrete composite construction, Cold-formed steel |
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Full-scale tests of industrial steel storage pallet racks |
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309 | (2) |
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Tests of cold-formed steel built-up open section beam-columns subjected to unequal end moments |
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311 | (2) |
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Numerical analysis on semi-rigid pin joint for modular assembled steel reticulated shell |
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313 | (2) |
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Experimental study on shallow H-shaped steel column under combined loading condition |
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315 | (2) |
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Experimental tests on the rack-to-spine-bracing joints of high-rise steel storage racks |
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317 | (2) |
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Experimental and numerical evaluation of various solutions for fire protection of steel structures |
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319 | (2) |
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Microstructure and corrosion resistance of dissimilar welded joints |
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321 | (2) |
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3D models of clad steel structures: Assumptions and validation |
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323 | (2) |
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Fatigue resistance of steel arch bridge hanger connection plates due to transverse welding |
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325 | (2) |
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Numerical simulation and design of steel equal-leg angle section beams |
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327 | (2) |
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Behaviour of steel end plate bolted beam-to-column joints |
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329 | (2) |
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Compression strength of aged built-up column with vanished lacing bars |
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331 | (2) |
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Machine learning approach for stress analyses of steel members affected by elastic shear lag |
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333 | (2) |
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Behaviour and recommended design method for laterally unsupported monosymmetric steel I-section beams |
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335 | (2) |
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Steel beam upstands as a strengthening approach for hot-rolled I-shaped sections |
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337 | (2) |
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Bending capacity of single and double-sided welded I-section girders: Part 1: Experimental investigations |
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339 | (2) |
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Bending capacity of single and double-sided welded I-section girders: Part 2: Simplified welding simulation and buckling analysis |
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341 | (2) |
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Issues related to the assessment of an existing reinforcement of a lattice telecommunication tower |
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343 | (2) |
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Relating stress concentrations in triangular steel bridge piers to simple beam models |
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345 | (2) |
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Experimental investigation of the rack-to-bracing joints between the high-rise steel storage rack frames and the independent bracing towers |
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347 | (2) |
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Optimum design of hat cold-formed steel members using direct strength method |
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349 | (2) |
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Performance of light gauge cold-formed steel flexural members subjected to non-uniform fire |
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351 | (2) |
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Static strength capacity of single-sided fillet welds |
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353 | (2) |
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Influence of web openings on the load bearing behavior of steel beams |
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355 | (2) |
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Effects of elevated temperatures on cold-formed stainless steel double shear bolted connections |
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357 | (2) |
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Simplified approach to calculate welding effect for multi-layer welds of I-girders |
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359 | (2) |
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Resistance of axially and eccentrically loaded steel column at high temperature: A simple expression |
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361 | (2) |
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Large-scale fire testing of an innovative cellular beam and composite flooring structural system |
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363 | (2) |
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Design for de-construction of lightweight infill wall systems |
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365 | (2) |
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Calibration and validation of slender circular CFDST columns subjected to eccentric loading |
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367 | (2) |
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Investigation of CDP parameters and concrete confinement models for use in circular slender CFDST columns subjected to eccentric loading |
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369 | (2) |
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Evaluation of parameters which influence circular slender CFDST columns subjected to eccentric loading |
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371 | (2) |
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Evaluating the effect of load eccentricity on slender circular CFDST columns |
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373 | (2) |
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Shear capacity of the Truedek steel decking system in the formwork |
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375 | (2) |
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Numerical modeling for connections of staggered single channel rafters in double-bay cold-formed steel portal frames |
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377 | (2) |
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Numerical modeling of gusseted internal eaves connection of double-bay cold-formed steel portal frames using single channels |
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379 | (2) |
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Stub concrete-filled double-skin circular tubes in compression |
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381 | (4) |
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12 High strength steel, High performance steel |
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Welded connections of high-strength steels |
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385 | (2) |
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A 3D constitutive model of high-strength constructional steels with ductile fracture |
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387 | (2) |
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Investigation of the effects of an over-elastic preload on the load-bearing behavior of high-strength bolt and nut assemblies |
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389 | (2) |
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Bending effects on the fatigue strength of non-load-carrying transverse attachment joints made of ultra-high-strength steel |
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391 | (2) |
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Mechanical properties of thin-walled high-strength-steel cold-formed circular hollow sections for crane and scaffolding construction |
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393 | (2) |
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A basic study on the evaluation of residual axial force of high strength bolts for steel bridges constructed in the same environment at different ages |
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395 | (2) |
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Design methodology of grade 12.9 bolts considering hydrogen-induced delayed fracture |
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397 | (2) |
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Influence of high strength steel on the fatigue of welded details |
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399 | (2) |
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Influence of residual stresses on innovative composite column sections using high strength steel |
|
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401 | (2) |
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Experimental and numerical study of butt welded joints made of high strength steel |
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403 | (2) |
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Behaviour of cold-formed high strength steel tubular X-joints with circular braces and rectangular chords |
|
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405 | (2) |
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Experimental investigation on cold-formed high strength steel tubular T-joints after fire exposures |
|
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407 | (2) |
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|
Study on mechanical properties of high-strength steel butt-welded joints |
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409 | (4) |
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13 Reinforced concrete structures, Prestressed concrete, Concrete structural elements, Mechanics of concrete |
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|
|
Using nonlinear finite element modeling for punching shear design of concrete slabs |
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413 | (2) |
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Design of precast concrete framing systems against disproportionate collapse using component-based methods |
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415 | (2) |
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|
Semi-probabilistic nonlinear assessment of post-tensioned concrete bridge made of KT-24 girders |
|
|
417 | (2) |
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|
Punching shear behavior of continuous flat slabs: A new test setup incorporating system influences |
|
|
419 | (2) |
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|
|
Live load test for pedestrian bridge constructed with innovative concrete bridging system |
|
|
421 | (2) |
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|
|
Estimating post-punching capacity and progressive collapse resistance of RC flat plates using shell-based FEA |
|
|
423 | (2) |
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|
|
Long-term deformation of segmented prestress bridges under harsh weather conditions: Case study of Exit 23 Interchange at Riyadh Ring Road |
|
|
425 | (2) |
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|
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|
|
Shear capacity of concrete elements with reinforcement made of steel and FRP |
|
|
427 | (2) |
|
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|
|
Modelling temperature and stress development in large concrete elements under sequential construction conditions: Experience with the Msikaba Bridge foundations |
|
|
429 | (2) |
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|
|
Characterization of major reinforcing bars for concrete works in Botswana construction industry |
|
|
431 | (2) |
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|
|
Experimental assessment of crack width estimations in international design codes |
|
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433 | (2) |
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|
RC flooring system recycling plastic bottles: New innovative RC waffle slab |
|
|
435 | (2) |
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|
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|
|
Investigations on shear transfer by aggregate interlock with a unique test setup (Tor Ax) |
|
|
437 | (2) |
|
|
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|
|
The continuous spalling of reinforced concrete structures of the three bridges on the Lagos lagoon in Nigeria |
|
|
439 | (2) |
|
|
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|
|
Theoretical analysis and experimental test results calibrated from concrete beams |
|
|
441 | (2) |
|
|
|
Behaviour of reinforced concrete beams enhanced with polymer modified ferrocement |
|
|
443 | (2) |
|
|
|
Shear capacity of rib and block slab systems |
|
|
445 | (4) |
|
|
|
14 High strength concrete, High performance concrete, Fibre-reinforced concrete, Fatigue behaviour of HPC and UHPC |
|
|
|
Phase-field modeling for damage in high performance concrete at low cycle fatigue |
|
|
449 | (2) |
|
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|
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|
|
Macroscopic model based on application of representative volume element for steel fiber reinforced high performance concrete |
|
|
451 | (2) |
|
|
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|
|
|
|
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|
|
Potential of shape memory alloys in fiber reinforced high performance concrete |
|
|
453 | (2) |
|
|
|
|
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|
|
Homogenisation of the material behaviour of UHPFRC under tension |
|
|
455 | (2) |
|
|
|
|
|
|
|
|
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|
|
Numerical and experimental analysis of fatigue-induced changes in ultra-high performance concrete |
|
|
457 | (2) |
|
|
|
|
|
|
|
|
|
|
|
Damage development of steel fibre reinforced high performance concrete in high cycle fatigue tests |
|
|
459 | (2) |
|
|
|
|
|
|
|
|
|
|
|
Fatigue behavior and crack opening tests under tensile stress on HPSFRC: Experimental and numerical investigations |
|
|
461 | (2) |
|
|
|
|
|
|
|
|
|
Influence of concrete compressive strength on fatigue behaviour under cyclic compressive loading |
|
|
463 | (2) |
|
|
|
|
|
Influence of loading frequency on the compressive fatigue behaviour of high-strength concrete with different moisture contents |
|
|
465 | (2) |
|
|
|
|
|
|
|
|
|
Influence of the concrete moisture content on the strain development due to cyclic loading |
|
|
467 | (2) |
|
|
|
|
|
|
|
Influence of moisture content on strain development of concrete subjected to compressive creep and cyclic loading |
|
|
469 | (2) |
|
|
|
|
|
|
|
|
|
Behavior of coupled walls with high performance fiber reinforced concrete coupling beams |
|
|
471 | (4) |
|
|
|
|
|
15 Safety and reliability, Design philosophy, Bridge technology, Transport infrastructure, Building performance, Engineering education |
|
|
|
Structural reliability estimates by Slepian models |
|
|
475 | (2) |
|
|
|
Framing of the design base for load bearing structures against climate change |
|
|
477 | (2) |
|
|
|
Mechanical properties of stainless steel coatings formed by build-up spraying |
|
|
479 | (2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
Implication of constructing the new Umhlatuzana River bridge deck monolithically with the existing deck |
|
|
481 | (2) |
|
|
|
Field and desktop survey on failures of rail to concrete connections in South African track on concrete ballastless railway systems |
|
|
483 | (2) |
|
|
|
|
|
Long term energy efficiency of non-conventional building systems: Use of Polyblocks in improving thermal performance |
|
|
485 | (2) |
|
|
|
|
|
|
|
Cooling materials that help save lives in the context of Covid-19's economic recession |
|
|
487 | (2) |
|
|
|
Research for achieving high quality air in architecture and urban planning on the example of the educational and sports center in Jozefow near Warsaw, Poland |
|
|
489 | (2) |
|
|
|
|
|
Microorganisms and the healthy built environment |
|
|
491 | (2) |
|
|
|
Do we still need structural engineers? |
|
|
493 | (2) |
|
|
|
Facilitated team-building processes to enhance teamwork skills in engineering education |
|
|
495 | (2) |
|
|
|
Peer review of teaching/learning paradigms: A new proposal for engineering education |
|
|
497 | (4) |
|
|
|
|
|
|
|
|
|
16 Structural applications of FRP composites |
|
|
|
Case studies of repurposing FRP wind blades for second-life new infrastructure |
|
|
501 | (2) |
|
|
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|
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|
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|
|
|
|
|
|
|
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|
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|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Prediction on stress-strain behavior of FRP-confined concrete with passive confinement-based 3D constitutive model |
|
|
503 | (2) |
|
|
|
|
|
|
|
Development and testing of new precast concrete tunnel segments reinforced with GFRP bars and ties |
|
|
505 | (2) |
|
|
|
|
|
|
|
|
|
An experimental study on the compression behavior of CFRP-jacketed plastered low-strength RC columns |
|
|
507 | (2) |
|
|
|
|
|
|
|
|
|
|
|
Parametric study of CFFT systems for small-scale wind turbine towers |
|
|
509 | (2) |
|
|
|
|
|
Estimating shear strengths of glass fibre reinforced polymer reinforced concrete deep beams with indeterminate strut-and-tie models |
|
|
511 | (2) |
|
|
|
|
|
State of the art in research and field applications of post-tensioned structures strengthened with prestressed composites |
|
|
513 | (2) |
|
|
|
|
|
Reinforcement made of basalt fibre reinforced polymer (BFRP): Load-bearing capacity, durability and applications |
|
|
515 | (2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
Onsite manufacturing and applications of FRP pipes |
|
|
517 | (2) |
|
|
|
Bolted and hybrid beam-column joints between I-shaped FRP profiles |
|
|
519 | (2) |
|
|
|
|
|
|
|
Performance of self-drilling screw connections for structural pultruded fibre reinforced polymer composites |
|
|
521 | (2) |
|
|
|
|
|
|
|
|
|
|
|
Sustainable sandwich composites made of recycled plastics |
|
|
523 | (2) |
|
|
|
|
|
Flexural characteristics of bio-based sandwich beams made of paper honeycomb cores and flax FRP skins |
|
|
525 | (2) |
|
|
|
|
|
Behavior of NSM FRP flexurally-strengthened RC beams with embedded FRP anchors |
|
|
527 | (2) |
|
|
|
|
|
|
|
Standardization, guide development and long-term durability of fiber reinforced polymers (FRP): In situ field results from FRP RC bridge decks after 15+ years of service exposure |
|
|
529 | (2) |
|
|
|
|
|
Strength behaviour of fibre reinforced polymer concrete beams under flexural loading |
|
|
531 | (2) |
|
|
|
|
|
Properties of a 37m long FRP wind turbine blade after 11 years in service |
|
|
533 | (2) |
|
|
|
|
|
|
|
|
|
|
|
The axial behavior of the low and extremely low strength concrete confined with large-rupture-strain PET-FRPs made of production wastes |
|
|
535 | (2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Unique FRP solutions for structural repair of piles, seawalls and decks |
|
|
537 | (2) |
|
|
|
Evaluation of using FRP bond equations in alternative types of advanced composite externally bonded to concrete |
|
|
539 | (2) |
|
|
|
|
|
|
|
Sustainable and corrosion-free bridge structures |
|
|
541 | (4) |
|
|
|
|
|
|
|
17 Construction technology, Construction projects, Construction materials, Properties of concrete |
|
|
|
Full-scale experiments on hybrid tunnel lining segments |
|
|
545 | (2) |
|
|
|
|
|
Environmental inefficiency of the world construction industry |
|
|
547 | (2) |
|
|
|
Natural language processing as work support in project tendering |
|
|
549 | (2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Improvement of mechanical performance of cement-based composites using a new type of low-cost low-energy demand graphene |
|
|
551 | (2) |
|
|
|
|
|
|
|
Relationship between flexural strength and compressive strength in concrete and ice |
|
|
553 | (2) |
|
|
|
|
|
|
|
Comparison and statistical evaluation of Marshall stability and stiffness modulus for asphalt mixtures |
|
|
555 | (2) |
|
|
|
|
|
|
|
Using recycled concrete aggregate from bombed building in new concrete |
|
|
557 | (2) |
|
|
|
|
|
|
|
Using waste from paint manufacturing in concrete |
|
|
559 | (2) |
|
|
|
|
|
Considerations regarding the toxicity of construction and building materials |
|
|
561 | (2) |
|
|
|
Fire performance of metakolin concrete and mortar blends using Nigerian kaolinite clays |
|
|
563 | (2) |
|
|
|
|
|
|
|
|
|
Rheological and strength characterisation of limestone calcined clay cement 3D printed concrete |
|
|
565 | (2) |
|
|
|
|
|
|
|
Fresh properties and strength evolution of slag modified fibre-reinforced metakaolin-based geopolymer composite for 3D concrete printing application |
|
|
567 | (2) |
|
|
|
|
|
|
|
Expression for calculating the compressive strength of concrete containing Rice Husk Ash |
|
|
569 | (2) |
|
|
|
Compatibility issues between dehydrated calcium sulphate cement and plasticiser/superplasticiser |
|
|
571 | (4) |
|
|
|
|
|
|
|
18 Timber structures, Timber technology, Properties of wood |
|
|
|
Reliability of statically indeterminate timber structures: Modelling approaches and sensitivity study |
|
|
575 | (2) |
|
|
|
|
|
|
|
Future perspectives about timber-hybrid systems: The role of connections |
|
|
577 | (2) |
|
|
|
|
|
|
|
Recent developments in timber-concrete composite construction |
|
|
579 | (2) |
|
|
|
Improving the modelling of tall timber buildings |
|
|
581 | (2) |
|
|
|
|
|
Influence of initial crack width in Mode I fracture tests on timber and adhesive timber bonds |
|
|
583 | (2) |
|
|
|
|
|
|
|
|
|
Laminating effect in South African pine glue laminated timber beams |
|
|
585 | (2) |
|
|
|
|
|
Development of cross-laminated timber composite panels from C16 timber |
|
|
587 | (2) |
|
|
|
|
|
Influence of knots and density distribution on compressive strength of wooden foundation piles |
|
|
589 | (2) |
|
|
|
|
|
|
|
|
|
The effect of wood microstructure on the mechanical properties of some selected tropical hardwood species used in construction |
|
|
591 | (2) |
|
|
|
|
|
|
|
|
|
|
|
Mechano-sorptive behaviour on crack propagation of notched beams of Okume |
|
|
593 | (2) |
|
|
|
|
|
|
|
|
|
Link between growth strategies and physical-mechanical properties of wood of tropical species from Gabon |
|
|
595 | (2) |
|
|
|
|
|
|
|
|
|
High performance light timber shear walls and dissipative anchors for damage limitation of wooden buildings in seismic areas |
|
|
597 | (2) |
|
|
|
|
|
|
|
|
|
|
|
Creep tests on notched beams of silver fir wood {Abies alba) |
|
|
599 | (4) |
|
|
|
|
|
|
|
|
|
|
|
19 Structural health monitoring, Damage detection, System identification, Maintenance, Durability, Long-term performance |
|
|
|
Structural health monitoring in civil engineering: Status and trends |
|
|
603 | (2) |
|
|
|
|
|
|
|
Development of vibration-based early scour warning system for railway bridge piers |
|
|
605 | (2) |
|
|
|
|
|
|
|
Vibration-based Bayesian anomaly detection of PC bridges |
|
|
607 | (2) |
|
|
|
|
|
|
|
|
|
Vibration-based structural health monitoring of bridges based on a new unsupervised machine learning technique under varying environmental conditions |
|
|
609 | (2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
An embedded physics-based modeling concept for wireless structural health monitoring |
|
|
611 | (2) |
|
|
|
|
|
Damage evaluation and tracking using kriging approaches on wave-guide dispersion curves |
|
|
613 | (2) |
|
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Prompt modal identification with quantified uncertainty of modal properties |
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615 | (2) |
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Wavelet-based transmissibility for structural damage detection |
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617 | (2) |
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Explainable framework for Lamb wave-based damage diagnosis |
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619 | (2) |
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Application development of distributed fibre optic sensors for monitoring existing bridges |
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621 | (2) |
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Real-time health monitoring of civil structures by online hybrid learning techniques using remote sensing and small displacement data |
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623 | (2) |
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Permanent tunnel lining monitoring system for the purpose of further design optimization |
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625 | (2) |
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On the data-driven damage detection of offshore structures using statistical and clustering techniques under various uncertainty sources: An experimental study |
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627 | (2) |
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Sustainable structural health monitoring using e-waste and recycled materials |
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629 | (2) |
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Corrosion of fasteners in concrete: Literature review and discussion of current test methods |
|
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631 | (2) |
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Plastic strain localization behavior of corroded steel plate under tensile loading |
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633 | (2) |
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Fundamental study on crack detection method for steel members by thermal image processing |
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635 | (2) |
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Deflection condition monitoring of a steel bridge via remote sensing techniques |
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637 | (2) |
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Condition rating for maintenance of existing reinforced concrete bridges in Soweto, South Africa |
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639 | (2) |
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Bridge collapse prediction by small displacement data from satellite images under long-term monitoring |
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|
641 | (2) |
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|
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|
|
|
|
Structural damage identification using optimization-based FE model updating |
|
|
643 | (2) |
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The implications of climate change effects on the response parameters of concrete arch dams with respect to anomaly detection |
|
|
645 | (2) |
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Evaluation of changes in flexural rigidity of cracked concrete railway bridges under highspeed train passages |
|
|
647 | (2) |
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|
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Applying automated damage classification during digital inspection of structures |
|
|
649 | (2) |
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Crack intensity closed form solutions by frequency measurements on damaged beams |
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|
651 | (2) |
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Effect of 2-directional chloride ingress on concrete resistivity and corrosion rate of steel bars at orthogonal edges |
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653 | (2) |
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|
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Measurement and simulation of pipeline attached to bridge for vibration-based SHM |
|
|
655 | (2) |
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|
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Investigation of modulation transfer due to nonlinear shear wave interaction with local source: Numerical and theoretical approach |
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|
657 | (4) |
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20 Structural assessment, Historic structures, Masonry structures, Repair, Strengthening, Retrofitting |
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|
|
Intermediate isolation system for the seismic retrofit of existing masonry buildings |
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661 | (2) |
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A seismic retrofitting design approach for activating dissipative behavior'of timber diaphragms in existing unreinforced masonry buildings |
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663 | (2) |
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|
|
|
|
Lifetime assessment for historical cast steel bridge bearings |
|
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665 | (2) |
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|
Strengthening of existing infrastructure with concrete screws as post-installed reinforcement |
|
|
667 | (2) |
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|
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Analytical formulation for plain and retrofitted masonry wall under out-of-plane loading |
|
|
669 | (2) |
|
|
|
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Structural behavior of masonry walls with soft-layers: An overview of experimental work |
|
|
671 | (2) |
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|
|
Investigating the causes, impact, and repair methods of popping bricks in house construction |
|
|
673 | (2) |
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|
|
|
|
|
|
Experimental investigation of the influence of embedment depth on the sustained load performance of adhesive anchors |
|
|
675 | (2) |
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|
|
|
|
|
|
|
|
The review of diagonal compression tests of URM panels strengthened with NSM steel bars |
|
|
677 | (2) |
|
|
|
Rehabilitation applications of roadway structures |
|
|
679 | (2) |
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|
|
|
Heritage protection and safety requirements: A difficult relationship |
|
|
681 | (2) |
|
|
|
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Reconnaissance survey of historic monumental unreinforced masonry building by visual inspection: A case study of senate hall building of Allahabad University, India |
|
|
683 | (2) |
|
|
|
|
|
On the characterization of materials and masonry walls of historical buildings: Use of optical system to obtain displacement maps in double-flat jack tests |
|
|
685 | (2) |
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|
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A computational procedure interacting with the Italian "CARTIS" online database to derive residential building portfolios for large scale seismic assessments |
|
|
687 | (2) |
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|
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|
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|
Seismic assessment of a colonial adobe building in Cusco, Peru |
|
|
689 | (4) |
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|
|
|
|
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21 Soil-structure interaction, Foundations, Underground structures, Geo technic a I engineering, Rock mechanics |
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|
|
Interaction between the deepest foundation piles in Germany and the superstructure |
|
|
693 | (2) |
|
|
|
|
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|
|
Derivation of cyclic p-y curves for the design of monopiles in sand |
|
|
695 | (2) |
|
|
|
|
|
Climate-smarter design of soil-steel composite bridges using set-based design |
|
|
697 | (2) |
|
|
|
|
|
|
|
Parametric modelling of integral bridge spring reactions |
|
|
699 | (2) |
|
|
|
|
|
A parametric study of the vibration of beams resting on elastic foundations with nonlinear cubic stiffness |
|
|
701 | (2) |
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|
|
|
|
Degradation of axial friction resistance on buried district heating pipes |
|
|
703 | (2) |
|
|
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|
|
A hybrid structure to protect infrastructures from high energy rockfall impacts |
|
|
705 | (2) |
|
|
|
|
| Author Index |
|
707 | |
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