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研究生： Doan Minh Tam
Doan Minh Tam
論文名稱： 動態土壤-基礎互制系統承受水平與翻轉振動之通用集中參數分析模式
Development of generic lumped-parameter models for dynamic soil-foundation interaction systems undergoing lateral and rocking vibrations
指導教授： 陳希舜
Shi-Shuenn Chen
口試委員: 李安叡
An-Jui Li
施俊揚
Jun-Yang Shi
陳希舜
Shi-Shuenn Chen
學位類別： 碩士
Master
系所名稱： 工程學院 - 營建工程系
Department of Civil and Construction Engineering
論文出版年： 2023
畢業學年度： 111
語文別： 英文
論文頁數： 196
外文關鍵詞： Soil-pile-structure interaction, Forced excitations, Seismic motions
相關次數： 點閱：538  下載：0 
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    • ABSTRACT i ACKNOWLEDGEMENT iii TABLE OF CONTENTS v LIST OF TABLES ix LIST OF FIGURES xi LIST OF NOTATIONS xix CHAPTER 1 INTRODUCTION 1 1.1 Research background 1 1.2 Objective and Organization 2 CHAPTER 2 LITERATURE REVIEW 5 2.1 Soil-footing foundation systems 5 2.2 Soil-pile foundation systems 7 2.3 Curve-fitting technique in Soil-Structure Interaction (SSI) 8 2.4 Meta-heuristic optimization algorithms 9 2.4.1 Genetic Algorithm (GA) 10 2.4.2 Forensic-based investigation (FBI) algorithm 11 2.4.3 Jellyfish search (JS) algorithm 12 CHAPTER 3 A PARAMETRIC STUDY FOR RIGID FOUNDATIONS UNDERGOING COUPLED LATERAL-ROCKING MOTIONS 13 3.1 Soil-footing foundation systems 13 3.2 Soil-pile foundation systems 17 3.3 Concluding remarks 20 CHAPTER 4 MODEL DEVELOPMENT FOR SOIL-FOOTING FOUNDATION SYSTEMS UNDERGOING COUPLED LATERAL-ROCKING MOTIONS 21 4.1 Calibration of discrete elements 21 4.1.1 Calibration of horizontal units 22 4.1.2 Discussion on calibrated horizontal module 25 4.1.3 Calibration of rotational units 27 4.1.4 Discussion on calibrated rotational module 31 4.2 A generic lumped-parameter model for soil-footing foundation (SFF) systems 32 4.3 Frequency-response functions of simplified soil-footing foundation (SFF) systems 35 4.4 Response of the simplified soil-footing foundation (SFF) systems subjected to ground motions 36 4.5 Optimization in simplified analysis of soil-footing foundation (SFF) systems 37 4.5.1 Sequential Quadratic Programming (SQP) 37 4.5.2 Genetic Algorithm (GA) 38 4.5.3 Forensic-based Investigation (FBI) algorithm 41 4.6 Conceptual framework of the optimized LP model 44 4.6.1 Components of constrained optimization models 45 4.6.2 Performance of constrained optimization models 47 4.6.3 Identification of a specific layout of the proposed LP model 48 4.7 Application and verification of a lumped-parameter model for rigid shallow foundations 50 4.7.1 Model application for a rigid foundation in/on a layered half-space in frequency domain 51 4.7.2 Model application for a rigid foundation in/on a uniform layer on rigid bedrock in frequency domain 67 4.8 Model comparison with other existing models 80 4.8.1 Comparison with Wolf and Somaini model (1986) for rigid foundations embedded into a layer on bedrock 81 4.8.2 Comparison with Wolf and Paronesso model (1992) for rigid foundations in a uniform layer on a rigid base 86 4.9 Model application for rigid shallow foundations in time domain 90 4.9.1 Rigid foundations in layered half-space 91 4.9.2 Rigid foundations in a uniform layer on a rigid base 97 4.10 Concluding remarks 104 CHAPTER 5 MODEL DEVELOPMENT FOR SOIL-PILE FOUNDATION SYSTEMS UNDERGOING COUPLED LATERAL-ROCKING MOTIONS 107 5.1 Calibration of discrete elements for a lumped-parameter model 107 5.1.1 Calibration of horizontal units 108 5.1.2 Discussion on the calibrated horizontal module 111 5.1.3 Calibration of rotational units 113 5.1.4 Discussion on calibrated rotational module 117 5.2 A generic lumped-parameter model for soil-pile foundation systems 119 5.3 Frequency-response functions of simplified soil-pile foundation systems 122 5.4 Response of the simplified soil-pile foundation systems subjected to ground motions 123 5.5 Single objective Jellyfish (SOJS) algorithm 124 5.6 Multiple objective Jellyfish (MOJS) algorithm 125 5.6.1 Pareto optimality concepts 127 5.6.2 Non-dominated selection 128 5.6.3 Elitist selection 128 5.6.4 An external archive 129 5.7 Conceptual framework for the optimal MOJS-based LP model 130 5.7.1 Components of the MOJS algorithm 131 5.7.2 Decision-making process for the optimal LP model 133 5.7.3 Specific layout of the optimal LP model 135 5.8 Verification of the proposed LP model in frequency domain 136 5.8.1 Frequency-domain response of single-pile foundations 139 5.8.2 Frequency-domain response of group-pile foundations 141 5.9 Verification of the proposed LP model in time domain 145 5.9.1 Time-history response of a single-pile foundation 152 5.9.2 Time-history response of a 2x2 group-pile foundation 154 5.10 Concluding remarks 158 CHAPTER 6 CONCLUSIONS AND RECOMMENDATIONS 161 6.1 Summary and conclusions 161 6.2 Recommendations for future research 163 REFERENCES 165

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