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한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.8 no.6 = no.40, 2004년, pp.31 - 43
이진학 (한국과학기술원 스마트사회기반시설연구센터) , 윤진영 (한국과학기술원 건설및환경공학과) , 윤정방 (한국과학기술원 건설및환경공학과)
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Seismic risk assessment of bridge is presented using fragility curves which represent the probability of damage of a structure virsus the peak ground acceleration. In theseismic fragility analysis, the structural damage is defined using the rotational ductility at the base of the bridge pier, which ...
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