Part I Concepts and Methods |
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3 | (8) |
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3 | (1) |
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1.2 A Short Survey of Metaheuristic Algorithms |
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4 | (1) |
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1.3 The Formulation of Optimization Problems |
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5 | (2) |
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5 | (1) |
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1.3.2 Constraint Handling |
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6 | (1) |
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1.3.3 Parameter Tuning of Metaheuristic Algorithm |
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6 | (1) |
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1.4 Organization of the Present Book |
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7 | (2) |
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9 | (2) |
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2 Colliding Bodies Optimization Algorithms |
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11 | (28) |
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11 | (1) |
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2.2 One-Dimensional Colliding Bodies Optimization |
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12 | (16) |
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2.2.1 The Physical Laws of Collision |
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12 | (2) |
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2.2.2 Mathematical Formulation of the CBO Algorithm |
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14 | (6) |
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2.2.3 The Features of the CBO Algorithm |
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20 | (6) |
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2.2.4 The Features of CBO |
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26 | (2) |
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2.3 Two-Dimensional Colliding Bodies Optimization |
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28 | (9) |
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2.3.1 Formulation of the Two-Dimensional Collision |
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29 | (1) |
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2.3.2 The 2-Dimensional Version of the CBO Algorithm |
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30 | (2) |
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32 | (4) |
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36 | (1) |
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37 | (2) |
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3 Optimal Design of Truss Structures with Continuous Variables Using Colliding Bodies Optimization |
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39 | (48) |
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39 | (1) |
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3.2 CBO for Optimal Design of Truss Structures |
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40 | (1) |
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3.3 Size Optimization of Truss Structures |
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41 | (25) |
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3.3.1 Weight Minimization of Trusses Under Static Loads |
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41 | (12) |
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3.3.2 Weight Minimization of Trusses Under Dynamic Frequency Constraints |
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53 | (11) |
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64 | (2) |
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3.4 Simultaneously Size and Topology Optimization of Truss Structures |
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66 | (18) |
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3.4.1 Topology Optimization Method |
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72 | (1) |
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3.4.2 Numerical Examples of the Present Problem |
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73 | (11) |
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84 | (1) |
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84 | (3) |
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4 Optimal Design of Truss Structures with Discrete Variables Using Colliding Bodies Optimization |
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87 | (20) |
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87 | (1) |
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4.2 Discrete CBO Algorithm |
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87 | (2) |
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4.2.1 The Coefficient of Restitution (COR) |
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88 | (1) |
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4.3 Test Problems and Optimization Results |
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89 | (14) |
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4.3.1 Planar 52-Bar Truss |
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89 | (4) |
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4.3.2 Spatial 72-Bar Truss |
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93 | (3) |
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4.3.3 Spatial 582-Bar Tower |
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96 | (4) |
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4.3.4 Planar 47-Bar Power Line |
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100 | (3) |
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103 | (1) |
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104 | (3) |
Part II Extensions and Applications |
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5 Enhanced Versions of the CBO Algorithm |
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107 | (54) |
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107 | (1) |
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5.2 Enhanced Colliding Bodies Optimization for Design Problems with Continuous and Discrete Variables |
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107 | (32) |
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5.2.1 Optimization Algorithms |
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108 | (4) |
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5.2.2 Validation of the ECBO |
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112 | (27) |
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139 | (1) |
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5.3 A Hybrid CBO and PSO for Optimal Design of Truss Structures with Dynamic Constraints |
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139 | (20) |
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139 | (1) |
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5.3.2 Formulation of Optimal Design of Structures |
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140 | (1) |
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5.3.3 CBO-PSO Based Hybrid Optimization Algorithm |
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141 | (3) |
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144 | (10) |
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154 | (4) |
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158 | (1) |
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159 | (2) |
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6 A Comparative Study of CBO and ECBO for Optimal Design of Structures |
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161 | (20) |
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161 | (1) |
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6.2 Structural Optimization |
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162 | (2) |
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6.3 An Enhanced Colliding Bodies Optimization (ECBO) |
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164 | (3) |
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6.3.1 A Brief Explanation of the CBO Algorithm |
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164 | (1) |
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165 | (2) |
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167 | (12) |
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6.4.1 The 25-bar Space Truss |
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168 | (1) |
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6.4.2 The 72-bar Space Truss |
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169 | (1) |
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6.4.3 The 3-bay 15-story Frame |
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170 | (5) |
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6.4.4 The 3-bay 24-story Frame |
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175 | (4) |
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179 | (1) |
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179 | (2) |
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7 Optimum Design of Castellated Beams Utilizing Colliding Bodies Optimization |
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181 | (18) |
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181 | (2) |
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7.2 Design of Castellated Beams |
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183 | (4) |
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7.2.1 Overall Beam Flexural Capacity |
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183 | (1) |
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7.2.2 Beam Shear Capacity |
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183 | (2) |
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7.2.3 Flexural and Buckling Strength of Web Post |
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185 | (1) |
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7.2.4 Vierendeel Bending of Upper and Lower Tees |
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185 | (1) |
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7.2.5 Deflection of Castellated Beam |
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186 | (1) |
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7.3 Optimum Design Problem of Castellated Beams |
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187 | (3) |
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7.3.1 Design of Castellated Beam with Circular Opening |
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188 | (1) |
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7.3.2 Design of Castellated Beam with Hexagonal Opening |
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189 | (1) |
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7.4 The Colliding Bodies Optimization Method |
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190 | (1) |
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190 | (1) |
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191 | (6) |
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7.5.1 Castellated Beam with 4 m Span |
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192 | (1) |
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7.5.2 Castellated Beam with 8 m Span |
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193 | (1) |
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7.5.3 Castellated Beam with 9 m Span |
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194 | (3) |
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197 | (1) |
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197 | (2) |
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8 Optimal Design of Concrete Structures Using Colliding Bodies Optimization |
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199 | (38) |
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199 | (1) |
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8.2 Optimum Design of Reinforced Concrete Cantilever Retaining Walls |
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200 | (13) |
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8.2.1 Design Variables of the Problem |
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201 | (1) |
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201 | (1) |
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202 | (1) |
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8.2.4 Optimum Design Process |
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203 | (2) |
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205 | (2) |
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8.2.6 Results and Discussion |
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207 | (1) |
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207 | (6) |
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8.3 Colliding Bodies Optimization for Design of Arch Dams with Frequency Limitations |
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213 | (15) |
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216 | (1) |
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8.3.2 Geometrical Model of Arch Dam |
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217 | (2) |
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8.3.3 Arch Dam Optimization Problems |
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219 | (3) |
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222 | (4) |
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226 | (2) |
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8.4 Optimum Cost Design of Reinforced Concrete One-Way Ribbed Slabs |
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228 | (7) |
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228 | (1) |
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229 | (2) |
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231 | (3) |
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234 | (1) |
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235 | (2) |
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9 Domain Decomposition of Finite Element Models and Bandwidth Reduction of Sparse Matrices |
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237 | (24) |
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237 | (1) |
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9.2 Optimal Domain Decomposition Using Colliding Bodies Optimization and k-Median Method |
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238 | (13) |
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238 | (1) |
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9.2.2 Domain Decomposition Using k-Median Methodology |
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239 | (3) |
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242 | (6) |
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9.2.4 Results and Discussion |
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248 | (3) |
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9.3 Bandwidth Reduction Using CBO and ECBO |
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251 | (7) |
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251 | (1) |
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252 | (1) |
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9.3.3 Enhanced Colliding Bodies Optimization |
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253 | (1) |
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254 | (4) |
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258 | (1) |
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258 | (3) |
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10 Resource Allocation and Time-Cost Trade-Off Using Colliding Bodies Optimization |
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261 | (18) |
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261 | (2) |
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263 | (3) |
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10.2.1 Proposed MRC-DTCTP Model |
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263 | (2) |
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10.2.2 Mathematical Model of MRC-DTCTP |
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265 | (1) |
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10.3 Metaheuristic Algorithms |
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266 | (3) |
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10.3.1 Charged System Search |
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266 | (3) |
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10.3.2 Colliding Body Optimization |
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269 | (1) |
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10.4 Model Application and Discussion of the Results |
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269 | (6) |
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10.4.1 Case Study 1: Model Verification |
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270 | (1) |
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10.4.2 Case Study 2: Real Project |
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271 | (4) |
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275 | (1) |
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276 | (3) |
Appendix: CBO and ECBO Codes in Matlab and C++ |
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279 | |