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研究生： 彭威德
Pon, Carlos
論文名稱： 非韌性建築結構受近斷層地震作用之振動台實驗與分析
Shaking Table Test and Analysis of a Nonductile Building Structure Subjected to Near Fault Earthquakes
指導教授： 劉光晏
Liu, Kuang-Yen
共同指導教授: 蕭輔沛
Hsiao, Fu-Pei
學位類別： 碩士
Master
系所名稱： 工學院 - 土木工程學系
Department of Civil Engineering
論文出版年： 2018
畢業學年度： 106
語文別： 英文
論文頁數： 173
外文關鍵詞： Near-fault, Earthquake, Ground motion, Pushover analysis, RC building
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    • This research presents a half-scale, three-story, reinforced concrete frame building that was shaken on the shaking table in the National Center for Research on Earthquake Engineering (NCREE) Tainan Laboratory in Taiwan in August 2017. The main objective of this research is to determine the dynamic characteristics and the seismic performance of the test building under various base input intensities, representative of both ordinary and near-fault ground motions in Taiwan. The structure was subjected to a series of dynamic tests with a scaled historical earthquake ground motion records of increasing intensity levels to that of the maximum considered earthquake (MCE). The performance of the structure was satisfactory considering the seismic loads it was subjected to. The research summarizes the design of the specimen and the major findings from the shake-table tests.
    It discusses as well, the experimental program, including the scaling, design, construction, and testing of the specimen, as well as the experimental results and the major observations. Data from these tests have been used to validate recently developed analytical models.

    ACKNOWLEDGEMENTS i ABSTRACT ii TABLE OF CONTENTS iii LIST OF TABLES vi LIST OF FIGURES vii CHAPTER 1 INTRODUCTION 1 CHAPTER 2 LITERATURE REVIEW 3 2.1 Earthquake disaster review 3 2.1.1 1999 Chi-Chi Earthquake, Taiwan 3 2.1.2 2016 Meinung Earthquake, Taiwan 4 2.2 Characteristic of near-fault earthquake 5 2.3 Structural damage pattern 6 2.4 Large-scale structure shaking table tests 7 2.4.1 E-Defense 7 2.4.2 University of California, San Diego (UCSD) 8 2.4.3 University of Nevada, Reno (UNR) 10 2.5 NCREE Tainan Laboratory shake table facility 10 2.6 Description of three-story RC building 12 2.6.1 Specimen design 12 2.6.2 Material and sectional property 15 2.6.3 Construction 16 2.7 Input ground motions and test sequence 17 2.7.1 Time history (CHY047, TCU052) 17 2.7.2 Response spectrum 18 2.8 Instrumentation 19 2.8.1 Displacement transducer 19 2.8.2 Accelerometer 19 2.8.3 Strain gauge 20 CHAPTER 3 METHODOLOGY 37 3.1 Dynamic characteristic of model structure 37 3.2 Theoretical prediction approach 38 3.3 Software implementation and model development 39 3.3.1 TEASPA 39 3.3.1.1 Plastic hinge 39 3.3.2 ETABS 43 3.3.2.1 Column A and column B modeling 43 3.3.2.2 Beam modeling 44 3.3.2.3 Slab modeling 44 3.3.2.4 Shear wall modeling 44 3.3.2.5 Hinge modeling 44 3.3.2.6 Pushover analysis 45 CHAPTER 4 RESULTS AND DISCUSSION 52 4.1 Experimental results 52 4.1.1 Strength of the material 52 4.1.2 Single column 52 4.1.3 Building structure 53 4.1.3.1 Crack pattern 53 4.1.3.2 Shrinkage of the member 55 4.1.3.3 Maximum response profile 56 4.1.3.4 Story shear and base shear 56 4.2 Comparison of experimental results and analytical results 57 4.2.1 Displacement response 57 4.2.2 Comparison of plastic hinge 58 CHAPTER 5 CONCLUSION AND SUGGESTIONS 71 5.1 Conclusion 71 5.2 Suggestions 72 REFERENCES 73 APPENDIX A Acceleration Time-History Graphs 78 APPENDIX B Displacement Time-History Graphs 130

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