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研究生:西羅霍
研究生(外文):Lorddy Zefanya Nugroho
論文名稱:Seismic Damage Spectrum Analysis of Mid-rise RC Buildings Subjected to Near-fault Earthquake Using Modified Equivalent Linearization Method
論文名稱(外文):Seismic Damage Spectrum Analysis of Mid-rise RC Buildings Subjected to Near-fault Earthquake Using Modified Equivalent Linearization Method
指導教授:邱建國邱建國引用關係
指導教授(外文):Chien-Kuo Chiu
口試委員:張惠雲許丁友簡文郁
口試委員(外文):Heui-Yung ChangTing-Yu HsuWen-Yu Jean
口試日期:2019-07-11
學位類別:碩士
校院名稱:國立臺灣科技大學
系所名稱:營建工程系
學門:工程學門
學類:土木工程學類
論文種類:學術論文
論文出版年:2019
畢業學年度:107
語文別:英文
論文頁數:88
中文關鍵詞:damage indexreinforced concreteSDOFequivalent linearization methodnear-fault earthquakeductility demand spectrahysteretic energyreliability
外文關鍵詞:damage indexreinforced concreteSDOFequivalent linearization methodnear-fault earthquakeductility demand spectrahysteretic energyreliability
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Generally, earthquakes recorded within the near-fault characteristic are qualitatively quite different from the usual far-fault earthquake. Because of the unique characteristics of near-fault earthquake, many researchers have developed several performance-based seismic design in order to quantify the damage potential caused by near-fault earthquake. Based on the Taiwan seismic design code and the past research conducted by Okano and Miyamoto [7], this study proposes the modified equivalent linearization method (MELM) of a SDOF system for a low-rise and mid-rise reinforced concrete (RC) building structure subjected to near-fault earthquake. Actually for high-rise building, the engineer needs to do the dynamic analysis. However, for low-rise and mid-rise building in Taiwan actually is not necessary doing the dynamic analysis. Therefore, the purpose of this study is to propose the equation which can help the engineer to estimate the maximum deformation of the building subjected to earthquake so that they do not need to do the dynamic analysis. In addition, for a building structure designed based on the code-suggested static design procedure cannot be used to investigate the damage state of a specified building under the earthquake. Therefore, the constant-damage ductility demand spectrum (CDDDS) for a reinforced concrete (RC) building that corresponds to a specified reliability is developed in this study based on the study conducted by Park and Ang [1].
Generally, earthquakes recorded within the near-fault characteristic are qualitatively quite different from the usual far-fault earthquake. Because of the unique characteristics of near-fault earthquake, many researchers have developed several performance-based seismic design in order to quantify the damage potential caused by near-fault earthquake. Based on the Taiwan seismic design code and the past research conducted by Okano and Miyamoto [7], this study proposes the modified equivalent linearization method (MELM) of a SDOF system for a low-rise and mid-rise reinforced concrete (RC) building structure subjected to near-fault earthquake. Actually for high-rise building, the engineer needs to do the dynamic analysis. However, for low-rise and mid-rise building in Taiwan actually is not necessary doing the dynamic analysis. Therefore, the purpose of this study is to propose the equation which can help the engineer to estimate the maximum deformation of the building subjected to earthquake so that they do not need to do the dynamic analysis. In addition, for a building structure designed based on the code-suggested static design procedure cannot be used to investigate the damage state of a specified building under the earthquake. Therefore, the constant-damage ductility demand spectrum (CDDDS) for a reinforced concrete (RC) building that corresponds to a specified reliability is developed in this study based on the study conducted by Park and Ang [1].
TABLE OF CONTENTS

ABSTRACT i
ACKNOWLEDGEMENT ii
TABLE OF CONTENTS iii
LIST OF TABLES v
LIST OF FIGURES vii
CHAPTER 1 ix
1.1 Background and research purpose 1
1.2 Objectives and scope 3
1.3 Research outline 4
CHAPTER 2 5
2.1 Identification of near-fault earthquake 5
2.2 Pulse characteristic of earthquake 6
2.3 Earthquake amplitude scaling based on single period 8
2.4 ASCE 7-16 Provisions 10
2.4.1 Earthquake selection 10
2.4.2 Amplitude scaling 10
2.5 FEMA P-1051 Recommendation 10
2.6 Taiwan seismic design code 12
2.6.1 Seismic design base shear for near-fault sites 12
2.6.2 Seismic demand for MCE and minimum force requirement 15
2.7 Development of equivalent linearization method 16
2.8 Modified equivalent linearizaztion method 21
CHAPTER 3 24
3.1 Near-fault earthquake considered in this study 24
3.2 Nonlinear dynamic analysis 26
3.3 Ductility demand spectrum 27
3.4 Study case for comparison scaling method 38
CHAPTER 4 40
4.1 Develop equivalent number of cycle 40
4.2 Optimization process seismic indices 42
4.3 Develop hysteretic energy 44
CHAPTER 5 47
5.1 Damage index analysis based near-fault earthquake 47
5.2 Reliability-based CDDDS 56
CHAPTER 6 72
6.1 Conclusion 72
6.2 Suggestions for future research 73
REFERENCES 74
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