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유효강성을 고려한 철골 커플링 보의 커플링정도에 관한 연구
박완신(Park Wan-Shin),윤현도(Yun Hyun-Do),김선우(Kim Sun-Woo),한민기(Han Min-K Han),오승원(Oh Seung-Won),이송연(Lee Song-Yean) 한국구조물진단유지관리학회 2005 한국구조물진단학회 학술발표회논문집 Vol.- No.-
Ductile coupled shear wall system is the primary seismic load resisting systems of many structures. The coupling beams of these system must exhibit excellent ductility and energy absorption ability. In this paper, the seismic response of coupled shear wall system is discussed. It includes that the evaluation of the degree of coupling between the shear walls and the coupling beams. It is demonstrated through a review of experimental investigations of coupling beam behavior and analytic studies of coupled wall behavior that often the coupling beam ductility demand exceeds the expected available ductility.
유효강성을 고려한 철골 커플링 보의 커플링정도에 관한 연구
박완신 ( Park Wan-shin ),윤현도 ( Yun Hyun-do ),김선우 ( Kim Sun-woo ),한민기 ( Han Min-k Han ),오승원 ( Oh Seung-won ),이송연 ( Lee Song-yeon ) 한국구조물진단유지관리공학회 2005 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.9 No.1
Ductile coupled shear wall system is the primary seismic load resisting systems of many structures. The coupling beams of these system must exhibit excellent ductility and energy absorption ability. In this paper, the seismic response of coupled shear wall system is discussed. It includes that the evaluation of the degree of coupling between the shear walls and the coupling beams. It is demonstrated through a review of experimental investigations of coupling beam behavior and analytic studies of coupled wall behavior that often the coupling beam ductility demand exceeds the expected available ductility.
유효강성을 고려한 철근콘크리트 커플링 보의 커플링정도에 관한 연구
박완신 ( Park Wan-shin ),윤현도 ( Yun Hyun-do ),김선우 ( Kim Sun-woo ),한민기 ( Han Min-k Han ),이원석 ( Lee Won-suk ),신호재 ( Shin Ho-jae ) 한국구조물진단유지관리공학회 2005 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.9 No.1
Since a ductile coupled shear wall system is the primary seismic load resisting systems of many structures, a coupling beams of these system must exhibit excellent ductility and energy absorption capacity. In this paper, the seismic response of coupled shear wall system is discussed. It includes that the evaluation of the degree of coupling between the shear walls and the coupling beams. It is demonstrated through a review of experimental investigations of coupling beam behavior that often the coupling beam ductility demand exceeds the expected available ductility. As a result, it is possible that coupled shear wall system will not behave as desired in the course of a significant seismic event. Limits to the allowable degree of coupling are proposed as a remedy to this apparent deficiency..
유효강성을 고려한 철근콘크리트 커플링 보의 커플링정도에 관한 연구
박완신(Park Wan-Shin),윤현도(Yun Hyun-Do),김선우(Kim Sun-Woo),한민기(Han Min-K Han),이원석(Lee Won-Suk),신호재(Shin Ho-Jae) 한국구조물진단유지관리학회 2005 한국구조물진단학회 학술발표회논문집 Vol.- No.-
Since a ductile coupled shear wall system is the primary seismic load resisting systems of many structures, a coupling beams of these system must exhibit excellent ductility and energy absorption capacity. In this paper, the seismic response of coupled shear wall system is discussed. It includes that the evaluation of the degree of coupling between the shear walls and the coupling beams. It is demonstrated through a review of experimental investigations of coupling beam behavior that often the coupling beam ductility demand exceeds the expected available ductility. As a result, it is possible that coupled shear wall system will not behave as desired in the course of a significant seismic event. Limits to the allowable degree of coupling are proposed as a remedy to this apparent deficiency.