철근콘크리트교의 교각 형상에 따른 내진거동

김상철; 김연태; 손연희

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철근콘크리트교의 교각 형상에 따른 내진거동

Seismic Behavior of Columns in Reinforced Concrete Bridge Depending on Section Shape

김상철, 김연태, 손연희

언어KOR
URLhttps://db.koreascholar.com/Article/Detail/308904

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한국구조물진단유지관리공학회 학술발표대회 논문집

2015 한국구조물진단유지관리공학회 가을 학술발표 논문집 (2015.10)
pp.263-264

한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)

초록

Dynamically inelastic analyses on bridge columns were carried out based on the Korea bridge design code revised in 2010. To evaluate the effect of ductility demand-based analysis, rectangular and circular sections of bridge columns were selected. It was found that the analysis method shall be applicable to seismic evaluation for conventional structures as well as RC bridges.

저자

김상철(한서대학교 토목공학과 교수) | Kim, Sang-Chel
김연태(서울과학기술대학교 건설시스템공학과 교수) | Kim, Yun-Tae
손연희(삼척속초건설사업단) | Son, Yon-Hee

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