Efficient dynamic response analyses of nonlinear structural systems 非線形構造システムの効率的な動的応答解析に関する研究
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Bibliographic Information
- Title
-
Efficient dynamic response analyses of nonlinear structural systems
- Other Title
-
非線形構造システムの効率的な動的応答解析に関する研究
- Author
-
王, 弘
- Author(Another name)
-
ワン, ホン
- University
-
九州大学
- Types of degree
-
博士 (工学)
- Grant ID
-
甲第5112号
- Degree year
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2000-03-27
Note and Description
博士論文
Table of Contents
- TABLE OF CONTENTS / p4 (0007.jp2)
- ACKNOWLEDGEMENT / p1 (0004.jp2)
- ABSTRACT / p2 (0005.jp2)
- TABLE OF CONTENTS / p4 (0007.jp2)
- CHAPTER1:Introduction / p1 (0011.jp2)
- 1.1 General Description / p1 (0011.jp2)
- 1.2 Literature Review / p3 (0013.jp2)
- 1.3 Research Scope and Objectives / p8 (0018.jp2)
- 1.4 Organization of Thesis / p9 (0019.jp2)
- References / p11 (0021.jp2)
- CHAPTER2:Evaluation of Numerical Integration Methods in Nonlinear Dynamic Analysis of Structures / p17 (0027.jp2)
- 2.1 Introduction / p17 (0027.jp2)
- 2.2 Schemes of Direct Time Step Integration Methods / p18 (0028.jp2)
- 2.3 A Nonlinear Cantilever Beam Example / p26 (0036.jp2)
- 2.4 A Nonlinear Double-Mass Pier Model / p29 (0039.jp2)
- 2.5 Conclusions / p34 (0044.jp2)
- References / p35 (0045.jp2)
- CHAPTER3:Approximation of Nonlinear Dynamic Response-Case Study on Seismic Assessment of Relatively Tall Bridge Pier- / p38 (0048.jp2)
- 3.1 Introduction / p38 (0048.jp2)
- 3.2 Seismic Safety Check of the Original Pier by Current Code / p40 (0050.jp2)
- 3.3 Seismic Safety Check of the Retrofitted Pier by Current Code / p44 (0054.jp2)
- 3.4 Nonlinear Dynamic Analysis / p49 (0059.jp2)
- 3.5 On Seismic Design Method in Current Highway Bridge Design Code / p59 (0069.jp2)
- 3.6 Comparison of Exact and Approximate Solutions / p64 (0074.jp2)
- 3.7 Discussion on Retrofitting Efficiency / p69 (0079.jp2)
- 3.8 Conclusions / p73 (0083.jp2)
- References / p75 (0085.jp2)
- CHAPTER4:Adaptive Time Step Integration Strategy for Nonlinear Structural Systems / p77 (0087.jp2)
- 4.1 Introduction / p77 (0087.jp2)
- 4.2 Description of the Adaptive Time Integration Strategy / p80 (0090.jp2)
- 4.3 Comparative study on Conventional and Adaptive Methods / p87 (0097.jp2)
- 4.4 Application to Nonlinear Dynamic Analysis of Concrete Pier / p92 (0102.jp2)
- 4.5 Concluding Remarks / p99 (0109.jp2)
- References / p100 (0110.jp2)
- CHAPTER5:Dynamic Analysis of Cracked Steel Beams and Columns / p102 (0112.jp2)
- 5.1 Introduction / p102 (0112.jp2)
- 5.2 Mathematical Model of a Cracked Beam / p104 (0114.jp2)
- 5.3 Eigenfrequency Comparison Between Predicted and Experimental Results / p109 (0119.jp2)
- 5.4 Dynamic Response Analysis of Cracked Beam by Adaptive Time Step Integration Method / p114 (0124.jp2)
- 5.5 Application of Adaptive Method to a Cracked Steel Box Pier / p118 (0128.jp2)
- 5.6 Concluding Remarks / p128 (0138.jp2)
- References / p129 (0139.jp2)
- CHAPTER6:Summary and Conclusions / p132 (0142.jp2)