Research on the Inelastic Seismic Responses of Shear-Type Multistorey Buildings With Regular Asymmetry

CAI Xian-hui; WU Rui-feng; XU Shi-bin

Volume 22 Issue 11

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Article Navigation > Applied Mathematics and Mechanics > 2001 > 22(11): 1129-1134

CAI Xian-hui, WU Rui-feng, XU Shi-bin. Research on the Inelastic Seismic Responses of Shear-Type Multistorey Buildings With Regular Asymmetry[J]. Applied Mathematics and Mechanics, 2001, 22(11): 1129-1134.

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Research on the Inelastic Seismic Responses of Shear-Type Multistorey Buildings With Regular Asymmetry

Department of Engineering Mechancis, Dalian University of Tec hnology, Dalian 116023, P R China

Received Date: 2000-06-20
Rev Recd Date: 2001-03-20
Publish Date: 2001-11-15

Abstract

Abstract

The inelastic seismic responses of shear-type multistorey buildings with regular asymmetry were analyzed.The effects of the fundamental lateral period,the fundamental frequency ratio of translational to torsional,the eccentric ratio,earthquake intensity and orthogonal earthquake excitations on inelastic displacement and ductility were studied respectively.Numerical results show that aforementioned factors influence the seismic responses of the buildings.The effect of the orthogonal-input of ground motion is likely to be restricted to the moving status of eccentric elements.
- asymmetric building,
- seismic response,
- ductility,
- inelastic

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References(8)

References

[1]	Kan C L, Chopra A K. Torsional coupling and earthquake response of single elastic and inelastic systems[J]. J Struct Div ASCE,1981,107(7):1569-1588.
[2]	Bozorgnia Y, Tso W K. Inelastic earthquake response of asymmetric structures[J]. J Struct Eng ASCE,1986,112(2):383-400.
[3]	Goel R K, Chopra A K. Inelastic seismic response of one-story, asymmetric-plan systems: effects of stiffness and strength distribution[J]. Earthquake Eng Struct Dyn,1990,19(7):949-979.
[4]	Duan X N, Chanlder A M. Inelastic seismic response of code-designed multistorey frame buildings with regular asymmetry[J]. Earthquake Eng Struct Dyn,1993,22(5):431-445.
[5]	De la Llera J C, Chopra A K. Inelastic behavior of asymmetric multistroy buildings[J]. J Struct Eng ASCE,1996,122(6):597-606.
[6]	蔡贤辉,邬瑞锋,曲乃泗. 偏心结构的弹塑性地震反应时程分析[J]. 工程抗震,1999,(4):14-17.
[7]	Chanlder A M, Duan X N. Evaluation of factors influencing the inelastic seismic performance of torsionally asymmetric buildings[J]. Earthquake Eng Struct Dyn,1991,20(1):87-95.
[8]	蔡贤辉,邬瑞锋,綦宝晖. 地震动强度与偏心结构的弹塑性地震反应[J]. 应用数学和力学,2000,21(5):451-458.

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