Contents |
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iii | |
Preface |
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xi | |
Acknowledgment |
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xiii | |
About the Authors |
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xiv | |
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1 | (6) |
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Overview of Neural Networks in Civil Engineering |
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7 | (38) |
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7 | (2) |
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9 | (4) |
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Construction Scheduling and Management |
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9 | (1) |
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Construction Cost Estimation |
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10 | (1) |
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Resource Allocation and Scheduling |
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11 | (1) |
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12 | (1) |
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Other Applications of BP and Other Neural Network Models in Construction Engineering and Management |
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12 | (1) |
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13 | (17) |
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Pattern Recognition and Machine Learning in Structural Analysis and Design |
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13 | (6) |
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Design Automation and Optimization |
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19 | (4) |
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Structural System Identification |
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23 | (1) |
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Structural Condition Assessment and Monitoring |
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23 | (3) |
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26 | (1) |
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Finite Element Mesh Generation |
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27 | (1) |
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Structural Material Characterization and Modeling |
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28 | (1) |
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Parallel Neural Network Algorithms for Large-Scale Problems |
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29 | (1) |
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Environmental and Water Resources Engineering |
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30 | (2) |
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32 | (2) |
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34 | (1) |
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35 | (1) |
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Shortcomings of the BP Algorithm and Other Recent Approaches |
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36 | (3) |
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Shortcomings of the BP Algorithm |
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36 | (1) |
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Adaptive Conjugate Gradient Neural Network Algorithm |
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37 | (1) |
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Radial Basis Function Neural Networks |
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37 | (1) |
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38 | (1) |
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Integrating Neural Network With Other Computing Paradigms |
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39 | (6) |
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39 | (1) |
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40 | (2) |
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42 | (3) |
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Neural Dynamics Model and its Application to Engineering Design Optimization |
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45 | (50) |
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45 | (1) |
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Cold-Formed Steel Design Optimization |
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46 | (1) |
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Minimum Weight Design of Cold-Formed Steel Beams |
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47 | (13) |
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Bending Strength Constraint |
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50 | (5) |
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Shear Strength Constraint |
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55 | (1) |
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Constraint on Combined Bending and Shear Strength |
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55 | (1) |
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Constraint on Web Crippling Strength |
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56 | (1) |
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Constraint on Combined Web Crippling and Bending Strength |
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57 | (1) |
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57 | (1) |
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Constraint on Flange Curling |
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58 | (1) |
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Local Buckling Constraints |
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59 | (1) |
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Neural Dynamics Optimization Model |
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60 | (4) |
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Neural Dynamics Model for Optimization of Cold-Formed Steel Beams |
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64 | (5) |
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69 | (10) |
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70 | (3) |
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73 | (3) |
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76 | (3) |
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Global Optimum Design Curves for Hat-Shaped Beams |
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79 | (13) |
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Parametric Studies and Search for Global Optima |
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80 | (3) |
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Design Curves for Hat-Shapes |
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83 | (9) |
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92 | (3) |
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Project Planning and Management and CPM |
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95 | (44) |
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95 | (3) |
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98 | (9) |
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98 | (2) |
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100 | (2) |
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102 | (1) |
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103 | (1) |
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104 | (1) |
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105 | (2) |
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Project Planning and Management |
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107 | (4) |
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107 | (1) |
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108 | (3) |
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Elements of Project Scheduling |
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111 | (8) |
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112 | (1) |
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113 | (4) |
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117 | (2) |
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Graphical Display of Schedules |
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119 | (20) |
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119 | (1) |
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120 | (1) |
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121 | (3) |
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124 | (2) |
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126 | (1) |
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126 | (2) |
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128 | (1) |
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Parameter in the CPM Analysis |
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129 | (2) |
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131 | (3) |
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134 | (5) |
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A General Mathematical Formulation for Project Scheduling and Cost Optimization |
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139 | (16) |
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139 | (4) |
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Cost-Duration Relationship of a Project |
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143 | (2) |
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Formulation of the Scheduling Optimization Problem |
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145 | (8) |
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Breakdown the Work into Tasks, Crews, and Segments |
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147 | (1) |
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Specify the Internal Logic of Repetitive Tasks |
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147 | (2) |
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Specify the External Logic of Repetitive and Non-Repetitive Tasks |
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149 | (4) |
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153 | (2) |
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Neural Dynamics Cost Optimization Model for Construction Projects |
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155 | (22) |
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155 | (1) |
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Formulation of the Neural Dynamics Construction Cost Optimization Model |
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155 | (4) |
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Topological Characteristics |
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159 | (4) |
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163 | (11) |
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163 | (2) |
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Cost-Duration Relationship |
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165 | (1) |
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165 | (7) |
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172 | (2) |
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174 | (3) |
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Object-Oriented Information Model for Construction Project Management |
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177 | (28) |
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177 | (1) |
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178 | (1) |
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Owner's Role in Construction Project Management |
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179 | (2) |
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Object-Oriented Methodology and Construction Engineering |
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181 | (4) |
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An Object-Based Information Model for Construction Scheduling, Cost Optimization, and Change Order Management |
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185 | (1) |
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Software Reuse Techniques: Components, Design Patterns, and Frameworks |
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186 | (6) |
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192 | (4) |
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An Application Architecture for the Construction Domain |
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196 | (5) |
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Brief Description of Classes in Figure 7.6 |
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201 | (4) |
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205 | (32) |
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205 | (1) |
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206 | (21) |
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206 | (2) |
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208 | (3) |
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211 | (16) |
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227 | (2) |
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Brief Description of Classes in the CONSCOM Framework (Figures 8.1-8.9) |
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229 | (3) |
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Brief Description of the Attributes and Operations Shown in Figures 8.3-8.9 |
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232 | (5) |
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232 | (1) |
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233 | (4) |
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A New Generation Software for Construction Scheduling and Management |
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237 | (24) |
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237 | (1) |
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Integrated Construction Scheduling and Cost Management |
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237 | (2) |
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239 | (2) |
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Integrated Management Environment |
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241 | (3) |
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User Interface Characteristics |
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244 | (10) |
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Example - Retaining Wall Project |
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254 | (5) |
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259 | (2) |
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Regularization Neural Network Model for Construction Cost Estimation |
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261 | (28) |
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261 | (2) |
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Estimation, Learning and Noisy Curve Fitting |
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263 | (5) |
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268 | (4) |
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Determination of Weights of Regularization Network |
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272 | (2) |
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Proper Generalization and Estimation by Cross-Validation |
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274 | (2) |
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Input and Output Normalization |
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276 | (3) |
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279 | (5) |
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280 | (4) |
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284 | (1) |
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284 | (5) |
Bibliography |
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289 | (26) |
Subject Index |
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315 | |