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Maximum Direction Spectrum and Ductility Demand for Earthquakes in a Stable Continental Region
DC Field | Value | Language |
---|---|---|
dc.contributor.advisor | 김재관 | - |
dc.contributor.author | 채성민 | - |
dc.date.accessioned | 2017-07-14T04:14:57Z | - |
dc.date.available | 2017-07-14T04:14:57Z | - |
dc.date.issued | 2014-08 | - |
dc.identifier.other | 000000022210 | - |
dc.identifier.uri | https://hdl.handle.net/10371/124271 | - |
dc.description | 학위논문 (석사)-- 서울대학교 대학원 : 건설환경공학부, 2014. 8. 김재관. | - |
dc.description.abstract | This thesis compares the ductility demand spectra for single degree of freedom (SDOF) systems in the active tectonic region (ATR) to stable continental region (SCR) using the maximum direction suggested by ASCE 7-10. The ATR earthquakes and SCR earthquakes are known to have different stress drop characteristics. However, the current Korean seismic design codes are made without considering the difference of the earthquake from two regions and uses the ATR earthquake ground motion data.
Secondly, Geometric mean (GeoMean) is used in the current design code to make the two horizontal ground motions into one measure however orientation dependency exists, in contrast, maximum direction (MaxDir) is orientation independent and therefore a more conservative design method. Earthquake ground motion data is collected for the ATR and SCR and the design response spectrum is constructed for comparison. Also, the ductility demand in the two regions are compared using the maximum direction. Additionally, ductility demand spectrum are constructed using two material models, bilinear model (Von Mies Model) and smooth hysteresis model (Bouc-Wen Model) and the two model are compared. This thesis concludes with the suggestion of using the maximum direction spectrum and SCR earthquake ground motion data for the future seismic codes in Korea. | - |
dc.description.tableofcontents | TABLE OF CONTENTS
MAXIMUM DIRECTION SPECTRUM AND DUCTILITY DEMAND FOR EARTHQUAKES IN A STABLE CONTINENTAL REGION 1 ABSTRACT II TABLE OF CONTENTS V LIST OF FIGURES VIII LIST OF TABLES X CHAPTER 1 INTRODUCTION 1 1.1 BACKGROUND AND OBJECTIVE 1 1.2 RESEARCH REVIEW 2 1.2 OUTLINE (OVERVIEW) 3 CHAPTER 2 APPLIED THEORY FOR LINEAR AND NON-LINEAR RESPONSE HISTORY ANALYSIS 5 2.1 ELASTIC (LINEAR) RESPONSE HISTORY ANALYSIS AND PLASTIC (NONLINEAR) RESPONSE HISTORY ANALYSIS USING NEWMARKS METHOD 5 2.2 NONLINEAR (PLASTIC) HYSTERESIS METHOD 7 2.2.1 Bilinear Model (von Mise) 8 2.2.2 Smooth Hysteresis Model 9 CHAPTER 3 APPLIED THEORY FOR MAXIMUM DIRECTION SPECTRUM AND DUCTILITY DEMAND 11 3.1 AS-RECORDED SPECTRUM, GEOMETRIC MEAN SPECTRUM, MAXIMUM DIRECTION SPECTRUM 11 3.1.1 As-recorded spectrum 12 3.1.2 Geometric Mean Spectrum 13 3.1.3 Maximum direction spectrum 14 3.2 STRENGTH REDUCTION FACTOR AND DUCTILITY DEMAND 17 CHAPTER 4 MAXIMUM DIRECTION SPECTRUM AND DUCTILITY DEMAND 19 4.1 EARTHQUAKE DATABASE 19 4.2 MAXIMUM DIRECTION SPECTRUM AND GEOMETRIC MEAN SPECTRUM 25 4.3 DUCTILITY DEMAND SPECTRUM FOR MAXIMUM DIRECTION SPECTRUM AND MATERIAL MODEL 28 CHAPTER 5 CURRENT SEISMIC DESIGN SPECTRUM CODE 30 5.1 DESIGN SPECTRUM 30 5.1.1 KBC 2009 30 5.1.2 AASHTO LRFD 2012 33 5.1.3 Eurocode 8 34 5.2 STRENGTH REDUCTION FACTOR 35 5.3 CONSIDERATION FOR STABLE CONTINENTAL REGION EARTHQUAKE 35 CHAPTER 6 CONCLUSION 41 REFERENCES 43 APPENDIX A 44 ABSTRACT (IN KOREAN) 48 | - |
dc.format | application/pdf | - |
dc.format.extent | 1363670 bytes | - |
dc.format.medium | application/pdf | - |
dc.language.iso | en | - |
dc.publisher | 서울대학교 대학원 | - |
dc.subject | Maximum direction spectrum | - |
dc.subject | Ductility demand | - |
dc.subject | Stable continental region earthquake | - |
dc.subject.ddc | 624 | - |
dc.title | Maximum Direction Spectrum and Ductility Demand for Earthquakes in a Stable Continental Region | - |
dc.type | Thesis | - |
dc.description.degree | Master | - |
dc.citation.pages | 48 | - |
dc.contributor.affiliation | 공과대학 건설환경공학부 | - |
dc.date.awarded | 2014-08 | - |
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