博碩士論文 103322608 詳細資訊




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姓名 王睿恩(Krisna Febrian)  查詢紙本館藏   畢業系所 土木工程學系
論文名稱 不等高橋墩橋梁含多項式滾動支承之動力分析
(Dynamic Analysis of Irregular Bridges with Polynomial Rocking Bearings)
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摘要(中) 過去研究已證實滑動隔震支承,如摩擦單擺支承 (Friction Pendulum System, FPS) ,可降低地震危害度,且已廣泛應用於結構物。然而,含FPS之結構物於近斷層地震中之減震效果不如預期,此乃隔震後之結構週期與地震之主要振動週相近,產生共振效應。為改善近斷層地震下之隔震橋梁動力反應,本研究採用多項式滾動支承 (Polynomial Rocking Bearing, PRB)作為隔震裝置。PRB由球窩圓頭、球窩基座與滾動曲面組成,且滾動曲面為六次多項式構成,因此支承勁度可隨位移變化,達到調整隔震週期之目的。
前人研究已證實PRB應用於等高橋梁或建築結構,在近斷層地震作用時具有良好之隔震效果,但PRB目前尚未應用於不等高橋墩橋梁,本研究目標為應用PRB於不等高橋墩之實際橋梁,且使用PSO-SA (Particle Swarm Optimization-Simulated Annealing) 混合式搜尋法求得PRB之最佳化參數。最後再與傳統FPS比較,證實不論近域或遠域地震,PRB皆能更有效地降低橋面板位移。
摘要(英) Conventional sliding isolators such as Friction Pendulum System (FPS) are widely used and effectively proved to mitigate seismic hazard in far-fault earthquakes. However, it may not be effective when the structures are subjected to near-fault earthquakes because the earthquake’s period is usually close to the isolation period. In this study a Polynomial Rocking Bearing (PRB) which has variable isolation stiffness is used to improve the performance of seismic isolation systems under near-fault earthquakes. A PRB is composed of an articular joint and concave rocking surface. The rocking surface is defined by a sixth-order polynomial function.
According to previous studies, the PRB has been verified to effectively suppress the large isolator displacement induced by near-fault earthquakes on building and regular bridges. However it has not been used yet in the irregular bridges. This study aims to analyze the behavior of Polynomial Rocking Bearing installed on an irregular bridge. Also the optimal design parameters of PRBs are found out by using the Particle Swarm Optimization-Simulated Annealing (PSO-SA) hybrid searching algorithm. As compared with conventional Friction Pendulum Systems (FPS), the performance of PRBs is superior to effectively suppress the displacement of the bridge deck in both near and far-fault earthquakes.
關鍵字(中) ★ 可變隔震勁度
★ 多項式滾動隔震支承
★ 不等高橋墩橋梁
★ 近域地震
關鍵字(英) ★ variable isolation stiffness
★ polynomial rocking bearing
★ irregular bridges
★ near-fault earthquakes
論文目次 摘要 i
ABSTRACT ii
ACKNOWLEDGEMENT iii
TABLE OF CONTENTS iv
LIST OF TABLES vi
LIST OF FIGURES vii
CHAPTER I: INTRODUCTION 1
1.1. Background 1
1.2 Literature Review 2
1.2.1 Seismic Control System 2
1.2.2 Structure Response with Seismic Isolation System 4
1.3 Research Objectives 7
1.4 Outline 7
CHAPTER II: POLYNOMIAL ROCKING BEARINGS 10
2.1 Configuration of a General Polynomial Rocking Bearing 10
2.2 Horizontal Restoring Force of a Polynomial Rocking Bearing 10
2.3 Isolation Stiffness and Frequency of a Polynomial Rocking Bearing 12
2.4 Horizontal Friction Force of a Polynomial Rocking Bearing 13
2.5 Equivalent Horizontal Friction Coefficient 15
CHAPTER III: NUMERICAL ANALYSIS MODEL AND ANALYSIS METHOD 19
3.1 Design of Target of Bridge 19
3.2 Equation of Motion Derivation 19
3.3 Horizontal Friction Force of PRB 21
3.3.1 Sticking State 23
3.3.2 Rocking State 23
3.3.3 Partial Rocking State 23
CHAPTER IV: OPTIMAL DESIGN OF POLYNOMIAL ROCKING BEARINGS USING PSO-SA METHOD 28
4.1 PSO-SA Hybrid Searching Method 28
4.1.1 Mathematical Model of Optimization Problem 28
4.1.2 Particle Swarm Optimization (PSO) 29
4.1.3 Simulated Annealing (SA) 30
4.1.4 Particle Swarm Optimization-Simulated Annealing (PSO-SA) 31
4.2 Bearing’s Objective Function 33
4.3 PRB Parameter Setting 34
4.4 FPS Parameter Setting 34
4.5 Ground Motion Input 35
4.6 Numerical Analysis Results and Discussions 37
CHAPTER V: CONCLUSIONS AND RECOMMENDATIONS 63
5.1 Conclusions 63
5.2 Recommendations 63
REFERENCES 65
APPENDIX A 73
APPENDIX B 78
APPENDIX C 84
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指導教授 李姿瑩(Lee Tzu Ying) 審核日期 2017-10-6
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