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Mechanics of Civil Engineering Structures [Mīkstie vāki]

(Budapest University of Technology and Economics, Department of Structural Engineering, Budapest, Hungary), (Budapest University of Technology and Economics, Department of Structural Engineering, Budapest, Hungary)
  • Formāts: Paperback / softback, 592 pages, height x width: 229x152 mm, weight: 450 g, Approx. 550 illustrations; Illustrations, unspecified
  • Sērija : Woodhead Publishing Series in Civil and Structural Engineering
  • Izdošanas datums: 16-Oct-2020
  • Izdevniecība: Woodhead Publishing
  • ISBN-10: 0128203218
  • ISBN-13: 9780128203217
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  • Mīkstie vāki
  • Cena: 201,67 €
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Mechanics of Civil Engineering StructuresPalielināt
  • Formāts: Paperback / softback, 592 pages, height x width: 229x152 mm, weight: 450 g, Approx. 550 illustrations; Illustrations, unspecified
  • Sērija : Woodhead Publishing Series in Civil and Structural Engineering
  • Izdošanas datums: 16-Oct-2020
  • Izdevniecība: Woodhead Publishing
  • ISBN-10: 0128203218
  • ISBN-13: 9780128203217
Citas grāmatas par šo tēmu:
Permanent link: https://www.kriso.lv/db/9780128203217.html
Keywords:

Practicing engineers designing civil engineering structures, and advanced students of civil engineering, require foundational knowledge and advanced analytical and empirical tools. Mechanics in Civil Engineering Structures presents the material needed by practicing engineers engaged in the design of civil engineering structures, and students of civil engineering. The book covers the fundamental principles of mechanics needed to understand the responses of structures to different types of load and provides the analytical and empirical tools for design. The title presents the mechanics of relevant structural elements—including columns, beams, frames, plates and shells—and the use of mechanical models for assessing design code application. Eleven chapters cover topics including stresses and strains; elastic beams and columns; inelastic and composite beams and columns; temperature and other kinematic loads; energy principles; stability and second-order effects for beams and columns; basics of vibration; indeterminate elastic-plastic structures; plates and shells. This book is an invaluable guide for civil engineers needing foundational background and advanced analytical and empirical tools for structural design.

  • Includes 110 fully worked-out examples of important problems and 130 practice problems with an interaction solution manual (https://nam03.safelinks.protection.outlook.com/?url=http%3A%2F%2Fhsz121.hsz.bme.hu%2Fsolutionmanual%2F&data=02%7C01%7Ci.silva%40elsevier.com%7C754364e8a2e24e59857508d817ef644c%7C9274ee3f94254109a27f9fb15c10675d%7C0%7C0%7C637285664245473778&sdata=ltjgBUAdE4mjPy4iytkAWxo22C54RqhrcFURvbxby9Y%3D&reserved=0).
  • Presents the foundational material and advanced theory and method needed by civil engineers for structural design

  • Provides the methodological and analytical tools needed to design civil engineering structures

  • Details the mechanics of salient structural elements including columns, beams, frames, plates and shells

  • Details mechanical models for assessing the applicability of design codes

Preface 1(1)
1 Introduction
1(10)
1.1 Design and analysis
1(1)
1.2 Loads
1(1)
1.3 Materials
1(3)
1.4 Modeling
4(5)
1.5 Structural elements and connections
9(2)
2 Stresses and strains
11(56)
2.1 Stresses and strains in a plane
11(29)
2.2 Spatial stresses and strains
40(10)
2.3 Determination of displacements, strains and stresses
50(17)
3 Elastic beams and columns
67(88)
3.1 In-plane beam models
69(45)
3.2 Spatial beam models
114(37)
3.3 Saint-Venant's principle
151(4)
4 Inelastic and composite beams and columns
155(28)
4.1 Composite cross sections made of linearly elastic materials
155(6)
4.2 Cross sections made of inelastic materials
161(15)
4.3 Reinforced concrete cross sections
176(5)
4.4 Steel-concrete composites
181(2)
5 Temperature and other kinematic loads
183(18)
5.1 Beams and columns
184(5)
5.2 Shrinkage
189(2)
5.3 Prestress
191(3)
5.4 Creep
194(7)
6 Energy principles
201(28)
6.1 Principle of stationary potential energy
210(4)
6.2 Principle of virtual displacements
214(2)
6.3 Reciprocal theorems
216(3)
6.4 Castigliano's theorems
219(1)
6.5 Numerical methods
220(7)
6.6 Principle of stationary complementary potential energy
227(2)
7 Stability and second-order effects of beams and columns
229(70)
7.1 Buckling of discrete systems: Column consisting of rigid bars
235(1)
7.2 In-plane flexural buckling of (continuous) columns
236(6)
7.3 Effect of compression and imperfections on displacements and internal forces
242(8)
7.4 Effect of plasticity on the displacements and on the buckling load
250(2)
7.5 Large deflection of beams
252(4)
7.6 Analysis of multidegree of freedom discrete systems
256(9)
7.7 Summation theorems: Application to buckling of multistory buildings
265(9)
7.8 Energy method
274(6)
7.9 Flexural-torsional buckling
280(4)
7.10 Lateral-torsional buckling
284(3)
7.11 Effect of shear deformations: Buckling of multistory frames
287(5)
7.12 Nonlinearity due to change of contact surface
292(1)
7.13 Postcritical behavior
293(1)
7.14 Vessel stability
294(5)
8 Basics of vibration
299(46)
8.1 Single degree of freedom systems
303(4)
8.2 Multidegree of freedom discrete systems
307(7)
8.3 Continuous systems (beams)
314(4)
8.4 Summation theorems to calculate the eigenfrequencies
318(6)
8.5 Effect of normal force and shear deformations on vibration of beams
324(1)
8.6 Modal analysis
325(20)
9 Statically indeterminate elastic-plastic structures
345(20)
9.1 Force method of elastic structures
345(3)
9.2 Analysis of elastic-plastic structures
348(17)
10 Plates
365(64)
10.1 Material and geometrical equations of thin plates
368(4)
10.2 Equilibrium equations of thin plates and the governing equations
372(1)
10.3 Internal forces in rectangular plates
373(8)
10.4 Orthotropic plates
381(1)
10.5 Composite plates (laminated plates)
382(3)
10.6 Buckling of plates
385(6)
10.7 Local buckling of thin walled beams
391(3)
10.8 Plastic analysis
394(2)
10.9 Large deflection of plates
396(3)
10.10 Vibration of floors induced by human activities
399(18)
10.11 Ponding
417(2)
10.12 Plates on elastic foundation
419(7)
10.13 Plates with arbitrary shapes
426(1)
10.14 Shear deformation of plates
427(2)
11 Shells
429(64)
11.1 Load-bearing mechanism of thin shells
429(7)
11.2 Elementary differential geometry (basic shell geometries)
436(3)
11.3 Governing equation of equilibrium in membrane shells
439(2)
11.4 Membrane theory of shells of revolution subjected to symmetric loads
441(9)
11.5 General theory of membrane shells
450(25)
11.6 Bending of shells
475(17)
11.7 Buckling of shells
492(1)
Appendix 493(2)
Elementary linear algebra 495(18)
Differential equations 513(32)
Practice problems 545(24)
References 569(2)
Index 571
Lįszló P. Kollįr is Professor and vice-Head of the Department of Structural Engineering at Budapest University of Technology and Economics, in Hungary. He received his PhD and Habilitation from the Budapest University of Technology and Economics, and his Doctor of Sciences from the Hungarian Academy of Sciences. He was elected to the Academy in 2007, and to the Academia European in 2012, and has been a Visiting Professor in the departments of Aeronautics and Astronautics, and of Civil Engineering, at Stanford University in the USA. He has published over 150 technical papers, as well as three books on the subject of structures, and has served widely as a consultant on the design of steel and reinforced concrete structures. Gabriella Tarjįn is Assistant Professor in the Department of Structural Engineering at the Budapest University of Technology and Economics, in Hungary. She received her PhD in structural engineering and also her master of education degree from the Budapest University of Technology and Economics, and currently teaches courses on the analysis and design of structures.