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임정은(Lim Jeong-Eun),설지희(Seol Ji-Hee),김경태(Kim Kyoung Tea),서수연(Seo Soo-Yeon),윤승조(Yoon Seung-Joe) 한국구조물진단유지관리학회 2005 한국구조물진단학회 학술발표회논문집 Vol.- No.-
Recently, in the seismic design focused on the Displacement- based design but it has not systematized because of insufficient its study. Especially, the shear wall as lateral-resistant system play an important part in the structure design due to efficiently withstand earthquake loading. The objective of this study is to suggest a suitable nonlinear analysis method to predict the structural behavior of high-rise RC wall structures that can not be tested on account of the difficulty of experiment and economical efficiency estimating. As a result of the static analysis to exist structures, the RWS-N specimen without opening was higher than the specimen with opening in ultimate strength. In addition, the strength was lower and the displacement was more higher especially in the low floor when the opening locate farther from the center of section. In result of the dynamic analysis to exist structures, the specimen without opening indicated that the higher strength and the lower displacement. The displacement also increased when the opening locate farther from the center of section. As previously discussed. the results of static and dynamic analysis showed the similar behavior in the ultimate strength and displacement.
임정은 ( Lim Jeong-eun ),설지희 ( Seol Ji-hee ),김경태 ( Kim Kyoung Tea ),서수연 ( Seo Soo-yeon ),윤승조 ( Yoon Seung-joe ) 한국구조물진단유지관리공학회 2005 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.9 No.1
Recently, in the seismic design focused on the Displacement- based design but it has not systematized because of insufficient its study. Especially, the shear wall as lateral-resistant system play an important part in the structure design due to efficiently withstand earthquake loading. The objective of this study is to suggest a suitable nonlinear analysis method to predict the structural behavior of high-rise RC wall structures that can not be tested on account of the difficulty of experiment and economical efficiency estimating. As a result of the static analysis to exist structures, the RWS-N specimen without opening was higher than the specimen with opening in ultimate strength. In addition, the strength was lower and the displacement was more higher especially in the low floor when the opening locate farther from the center of section. In result of the dynamic analysis to exist structures, the specimen without opening indicated that the higher strength and the lower displacement. The displacement also increased when the opening locate farther from the center of section. As previously discussed, the results of static and dynamic analysis showed the similar behavior in the ultimate strength and displacement