지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학위논문
- 저자정보
- 지도교수
- 최익창
- 발행연도
- 2018
- 저작권
- 목포해양대학교 논문은 저작권에 의해 보호받습니다.
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ABSTRACT
Recently, many people and property have been damaged by the collapse of facilities due to earthquakes in Asian countries including Japan, China, and many other places around the world. In Korea, there is an earthquake trend is increasing as well, especially in 2016 Gyeongju 9km south southwest after another earthquake occurred in the region of 5.8 to 5.1 and a scale reminded the seriousness earthquake risk.
If an earthquake of this magnitude occurs, the damage to the SOC facility will be very huge, and it is expected that there will be a serious social situation. In the case of socially important SOC facilities, securing the structural safety against seismic loads is an economically important issue.
Therefore, for bridges in high-speed railway bridges had been constructed before the current seismic design criteria, the ability to resist earthquakes was evaluated, and for bridges that required seismic performance to be adequately reflected.
In order to evaluate the seismic performance more economically and rationally, preliminary evaluation is carried out for the prioritization of detail evaluation. In this study, we proposed a method of evaluation of vulnerability and seismic grouping considering prevailing characteristics of bridges. In addition, detailed evaluation of the seismic performance was carried out through the preliminary evaluation results and the detailed evaluation of the bridge.
Recently, many people and property have been damaged by the collapse of facilities due to earthquakes in Asian countries including Japan, China, and many other places around the world. In Korea, there is an earthquake trend is increasing as well, especially in 2016 Gyeongju 9km south southwest after another earthquake occurred in the region of 5.8 to 5.1 and a scale reminded the seriousness earthquake risk.
If an earthquake of this magnitude occurs, the damage to the SOC facility will be very huge, and it is expected that there will be a serious social situation. In the case of socially important SOC facilities, securing the structural safety against seismic loads is an economically important issue.
Therefore, for bridges in high-speed railway bridges had been constructed before the current seismic design criteria, the ability to resist earthquakes was evaluated, and for bridges that required seismic performance to be adequately reflected.
In order to evaluate the seismic performance more economically and rationally, preliminary evaluation is carried out for the prioritization of detail evaluation. In this study, we proposed a method of evaluation of vulnerability and seismic grouping considering prevailing characteristics of bridges. In addition, detailed evaluation of the seismic performance was carried out through the preliminary evaluation results and the detailed evaluation of the bridge.
목차
목 차제1장 서 론 11.1 연구의 배경 및 목적 11.2 연구내용 5제2장 상세평가 우선순위 결정을 위한 예비평가와 분석 92.1 개요 92.2 평가방법 262.3 평가결과 및 분석 47제3장 내진성능평가를 위한 현장조사 533.1 개요 533.2 조사방법 613.3 조사결과 67제4장 공급역량과 소요역량 비교를 통한 상세평가와 분석 834.1 개요 834.2 평가방법 844.3 평가결과 및 분석 120제5장 종합결론 130참고문헌 134
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