Construction scheduling, cost optimization, and management: a new model based on neurocomputing and object technologies
Gespeichert in:
| Beteiligte Personen: | , |
|---|---|
| Format: | Buch |
| Sprache: | Englisch |
| Veröffentlicht: |
London [u.a.]
Spon
2001
|
| Schlagwörter: | |
| Links: | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017425252&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| Umfang: | XVI, 320 S. graph. Darst. |
| ISBN: | 041524417X |
Internformat
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| 245 | 1 | 0 | |a Construction scheduling, cost optimization, and management |b a new model based on neurocomputing and object technologies |c Hojjat Adeli ; Asim Karim |
| 264 | 1 | |a London [u.a.] |b Spon |c 2001 | |
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Datensatz im Suchindex
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|---|---|
| adam_text | Contents
Contents iii
Preface xi
Acknowledgment xiii
About the Authors xiv
Introduction 1
Overview of Neural Networks in Civil Engineering 7
2.1 Introduction 7
2.2 Construction Engineering 9
2.2.1 Construction Scheduling and Management 9
2.2.2 Construction Cost Estimation 10
2.2.3 Resource Allocation and Scheduling 11
2.2.4 Construction Litigation 12
2.2.5 Other Applications of BP and Other Neural
Network Models in Construction Engineering and
Management 12
2.3 Structural Engineering 13
iii
iv Contents
2.3.1 Pattern Recognition and Machine Learning in
Structural Analysis and Design 13
2.3.2 Design Automation and Optimization 19
2.3.3 Structural System Identification 23
2.3.4 Structural Condition Assessment and Monitoring 23
2.3.5 Structural Control 26
2.3.6 Finite Element Mesh Generation 27
2.3.7 Structural Material Characterization and Modeling 28
2.3.8 Parallel Neural Network Algorithms for Large-
Scale Problems 29
2.4 Environmental and Water Resources Engineering ...30
2.5 Traffic Engineering 32
2.6 Highway Engineering 34
2.7 Geotechnical Engineering 35
2.8 Shortcomings of the BP Algorithm and Other Recent
Approaches 36
2.8.1 Shortcomings of the BP Algorithm 36
2.8.2 Adaptive Conjugate Gradient Neural Network
Algorithm 37
2.8.3 Radial Basis Function Neural Networks 37
2.8.4 Other Approaches 38
2.9 Integrating Neural Network With Other Computing
Paradigms 39
2.9.1 Genetic Algorithms 39
2.9.2 Fuzzy Logic 40
Contents v
2.9.3 Wavelets 42
Neural Dynamics Model and its Application to Engineering
Design Optimization 45
3.1 Introduction 45
3.2 Cold-Formed Steel Design Optimization 46
3.3 Minimum Weight Design of Cold-Formed Steel Beams 47
3.3.1 Bending Strength Constraint 50
3.3.2 Shear Strength Constraint 55
3.3.3 Constraint on Combined Bending and Shear
Strength 55
3.3.4 Constraint on Web Crippling Strength 56
3.3.5 Constraint on Combined Web Crippling and
Bending Strength 57
3.3.6 Deflection Constraint 57
3.3.7 Constraint on Flange Curling 58
3.3.8 Local Buckling Constraints 59
3.4 Neural Dynamics Optimization Model 60
3.5 Neural Dynamics Model for Optimization of Cold-
Formed Steel Beams 64
3.6 Application of the Model 69
3.6.1 Example 1 70
Example 2 73
Example 3 76
3.7 Global Optimum Design Curves for Hat-Shaped
Beams 79
vi Contents
3.7.1 Parametric Studies and Search for Global Optima 80
3.7.2 Design Curves for Hat-Shapes 83
3.8 Concluding Remarks 92
Project Planning and Management and CPM 95
4.1 Introduction 95
4.2 What is a Project? 98
4.2.1 Definition 98
4.2.2 Life Cycle 100
4.2.3 Participants 102
4.2.4 Attributes of a Project 103
4.2.5 States of a Project 104
4.2.6 Project Time and Cost 105
4.3 Project Planning and Management 107
4.3.1 Introduction 107
4.3.2 Component Models 108
4.4 Elements of Project Scheduling Ill
4.4.1 Tasks 112
4.4.2 Work Breakdown Structure 113
4.4.3 Scheduling Constraints 117
4.5 Graphical Display of Schedules 119
4.5.1 The Need 119
4.5.2 Gantt Charts 120
4.5.3 Network Diagrams 121
4.5.4 Linear Planning Chart 124
The Critical Path Method 126
Contents vii
4.6.1 Introduction 126
4.6.2 Features 128
4.6.3 Parameter in the CPM Analysis 129
4.6.4 Algorithm 131
4.6.5 Example 134
A General Mathematical Formulation for Project
Scheduling and Cost Optimization 139
5.1 Introduction 139
5.2 Cost-Duration Relationship of a Project 143
5.3 Formulation of the Scheduling Optimization Problem 145
5.3.1 Breakdown the Work into Tasks, Crews, and
Segments 147
5.3.2 Specify the Internal Logic of Repetitive Tasks 147
5.3.3 Specify the External Logic of Repetitive and Non-
Repetitive Tasks 149
5.4 Conclusion 153
Neural Dynamics Cost Optimization Model for
Construction Projects 155
6.1 Introduction 155
6.2 Formulation of the Neural Dynamics Construction
Cost Optimization Model 155
6.3 Topological Characteristics 159
6.4 Illustrative Example 163
6.4.1 General Description 163
6.4.2 Cost-Duration Relationship 165
viii Contents
6.4.3 Scheduling Logic 165
6.4.4 Solution of the Problem 172
6.5 Conclusion 174
Object-Oriented Information Model for Construction
Project Management 177
7.1 Introduction 177
7.2 Change Order Management 178
7.3 Owner s Role in Construction Project Management 179
7.4 Object-Oriented Methodology and Construction
Engineering 181
7.5 An Object-Based Information Model for Construction
Scheduling, Cost Optimization, and Change Order
Management 185
7.6 Software Reuse Techniques: Components, Design
Patterns, and Frameworks 186
7.7 Development Environment 192
7.8 An Application Architecture for the Construction
Domain 196
7.9 Brief Description of Classes in Figure 7.6 201
The CONSCOM Framework 205
8.1 Introduction 205
8.2 The CONSCOM Framework 206
8.2.1 Introduction 206
8.2.2 Object Model 208
8.2.3 Model Description 211
Contents ix
8.3 Conclusion 227
8.4 Brief Description of Classes in the CONSCOM
Framework (Figures 8.1-8.9) 229
8.5 Brief Description of the Attributes and Operations
Shown in Figures 8.3-8.9 232
8.5.1 Attributes 232
8.5.2 Operations 233
A New Generation Software for Construction Scheduling
and Management 237
9.1 Introduction 237
9.2 Integrated Construction Scheduling and Cost
Management 237
9.3 Features of CONSCOM 239
9.4 Integrated Management Environment 241
9.5 User Interface Characteristics 244
9.6 Example - Retaining Wall Project 254
9.7 Concluding Remarks 259
Regularization Neural Network Model for Construction
Cost Estimation 261
10.1 Introduction 261
10.2 Estimation, Learning and Noisy Curve Fitting 263
10.3 Regularization Networks 268
10.4 Determination of Weights of Regularization Network 272
10.5 Proper Generalization and Estimation by Cross-
Validation 274
x Contents
10.6 Input and Output Normalization 276
10.7 Application 279
10.7.1 Example 1 280
10.7.2 Example 2 284
10.8 Conclusion 284
Bibliography 289
Subject Index 315
|
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| dewey-ones | 624 - Civil engineering |
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| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
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| id | DE-604.BV023783041 |
| illustrated | Illustrated |
| indexdate | 2024-12-20T13:34:00Z |
| institution | BVB |
| isbn | 041524417X |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-017425252 |
| oclc_num | 247858666 |
| open_access_boolean | |
| owner | DE-634 DE-83 |
| owner_facet | DE-634 DE-83 |
| physical | XVI, 320 S. graph. Darst. |
| publishDate | 2001 |
| publishDateSearch | 2001 |
| publishDateSort | 2001 |
| publisher | Spon |
| record_format | marc |
| spellingShingle | Adeli, Hojjat 1950- Karim, Asim Construction scheduling, cost optimization, and management a new model based on neurocomputing and object technologies Ablaufplanung (DE-588)4122751-7 gnd Management (DE-588)4037278-9 gnd Bauablauf (DE-588)4264182-2 gnd Kostenkontrolle (DE-588)4032585-4 gnd Baubetrieb (DE-588)4004704-0 gnd |
| subject_GND | (DE-588)4122751-7 (DE-588)4037278-9 (DE-588)4264182-2 (DE-588)4032585-4 (DE-588)4004704-0 |
| title | Construction scheduling, cost optimization, and management a new model based on neurocomputing and object technologies |
| title_auth | Construction scheduling, cost optimization, and management a new model based on neurocomputing and object technologies |
| title_exact_search | Construction scheduling, cost optimization, and management a new model based on neurocomputing and object technologies |
| title_full | Construction scheduling, cost optimization, and management a new model based on neurocomputing and object technologies Hojjat Adeli ; Asim Karim |
| title_fullStr | Construction scheduling, cost optimization, and management a new model based on neurocomputing and object technologies Hojjat Adeli ; Asim Karim |
| title_full_unstemmed | Construction scheduling, cost optimization, and management a new model based on neurocomputing and object technologies Hojjat Adeli ; Asim Karim |
| title_short | Construction scheduling, cost optimization, and management |
| title_sort | construction scheduling cost optimization and management a new model based on neurocomputing and object technologies |
| title_sub | a new model based on neurocomputing and object technologies |
| topic | Ablaufplanung (DE-588)4122751-7 gnd Management (DE-588)4037278-9 gnd Bauablauf (DE-588)4264182-2 gnd Kostenkontrolle (DE-588)4032585-4 gnd Baubetrieb (DE-588)4004704-0 gnd |
| topic_facet | Ablaufplanung Management Bauablauf Kostenkontrolle Baubetrieb |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017425252&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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