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이력모델의 선택에 따른 기존학교건물의 비탄성거동에 관한 연구
제정현(Je Jeong-Hyeon),윤태호(Yoon Tae-Ho) 한국구조물진단유지관리학회 2006 한국구조물진단학회 학술발표회논문집 Vol.10 No.2
This purpose of this study is to review the inelastic dynamic behavior of existing reinforced concrete school buildings with various hysteresis models We selected earthquake accelerations of EI-centro. Santa-Monica, Taft. and analyzed existing reinforced concrete school buildings considering various hysteresis models" section. and we analyzed story shear force, story drift ratio, story displacement, hinge distribution state, and the difference of inelastic behavior due to various hysteresis models. Used program is Midas-Gen. In this study, Story shear force increased by maximum 60% according to hysteresis model. And Story drift ratio increased by maximum 42% according to hysteresis model. And Story displacement increased by maximum 40% according to hysteresis model. And The result with clough mode shows the maximum hinge distribution state.
이력모델의 선택에 따른 기존학교건물의 비탄성거동에 관한 연구
제정현 ( Je Jeong-hyeon ),윤태호 ( Yoon Tae-ho ) 한국구조물진단유지관리공학회 2006 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.10 No.2
This purpose of this study is to review the inelastic dynamic behavior of existing reinforced concrete school buildings with various hysteresis models We selected earthquake accelerations of El-centro, Santa-Monica, Taft, and analyzed existing reinforced concrete school buildings considering various hysteresis models' section, and we analyzed story shear force, story drift ratio. story displacement, hinge distribution state. and the difference of inelastic behavior due to various hysteresis models. Used program is Midas-Gen. In this study, Story shear force increased by maximum 60% according to hysteresis model. And Story drift ratio increased by maximum 42% according to hysteresis model. And Story displacement increased by maximum 40% according to hysteresis model. And The result with dough mode shows the maximum hinge distribution state.