Seismic Performance Investigation of Different Kinds of Shear Walls

Article Preview

Abstract:

Shear wall systems are the most commonly used lateral load resisting systems in high seismic zones because they provide significant lateral strength, stiffness, and deformation capacity. The work further investigates the seismic performance of different kinds of shear walls. Classified and brief comments about the seismic performance and the exist drawback of different kinds of shear walls and its application are conducted. Lastly, some useful suggestions and a new structure are proposed for the further research.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1615-1618

Citation:

Online since:

January 2014

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] ZHANG Pin-le, LI Qing-ning. Cyclic Loading Tests of T-Shaped Mid-Rise Shear Wall. [J]. STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2013, 22: 759-769.

DOI: 10.1002/tal.723

Google Scholar

[2] ZHANG Pin-le, Pan Wen, Tao Zhong. Cumulative Damage Model of the L-Shaped Shear Wall and Its Experimental Verification. [J]. STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, DOI: 1002/tal. 1064.

DOI: 10.1002/tal.1064

Google Scholar

[3] Shaoge Cheng, Shanyang Chen, Jingwei Liu. A shaking table test on shear wall structure with framed short pillars for high-rise buildings. [J]. Building Science, 2000, 16(1): 12-15 (in Chinese).

Google Scholar

[4] Jin Zhang, Zhitao Lu. Earthquake simulation test of short-leg shear wall-tube model. [J]. Journal of Southeast University, 2001, 31(6): 4-8 (in Chinese).

Google Scholar

[5] Pilakoutas K, and Elnashai A S. Cyclic behavior of reinforced concrete cantilever walls, Part II: discussions and theoretical comparisons. [J]. ACI Structural Journal, 1995, 92(4): 425-434.

DOI: 10.14359/1024

Google Scholar

[6] Tansnimi A A. Strength and deformation of mid-rise shear walls under load reversal. [J]. Engineering Structures, 2000, 22(4): 311-322.

DOI: 10.1016/s0141-0296(98)00110-2

Google Scholar

[7] Hong Wei, Zhengwei Gong. Experimental research on seismic performance of short-pier shear wall structure with rectangular section. [J]. Building Structure, 2010, 40(3): 71-74 (in Chinese).

Google Scholar

[8] Eberhard, M. O., and Sozen, M. A. Behavior-based method to determine design shear in earthquake-resistant walls[J]. Journal of Structural Engineering, 1993, 119(2): 619-640.

DOI: 10.1061/(asce)0733-9445(1993)119:2(619)

Google Scholar

[9] Colotti, V. Shear behavior of RC structural walls. [J]. Journal of Structural Engineering, 1993, 119(3): 728-746.

DOI: 10.1061/(asce)0733-9445(1993)119:3(728)

Google Scholar

[10] Lopes, M. S. Experimental shear-dominated response of RC walls. Part I: Objectives, methodology and results. [J]. Engineering Structures, 2001, 23(3): 229-239.

DOI: 10.1016/s0141-0296(00)00041-9

Google Scholar

[11] Mo, Y. L., and Lee, Y. C. Shake table tests on small-scale low-rise structural walls with various sections. [J]. Magazine of Concrete Research, 2000, 52(3): 177-184.

DOI: 10.1680/macr.2000.52.3.177

Google Scholar

[12] Xu Shu-fang, Feng Run-yu. An experimental study on the aseism behaviour of hollow shear wall of reinforced concrete. [J]. Journal of Xi'an University of Architecture and Technology, 2002, 34(2): 131-136 (in Chinese).

Google Scholar

[13] Xu Shu-fang, Zhang Tao. Study of stiffness degeneration on RC hollow shear wall. [J]. Journal of Xi'an University of Architecture and Technology, 2007, 39(5): 605-609 (in Chinese).

Google Scholar

[14] Yudong Yang. Experimental study and nonlinear analysis on the T-shaped steel reinforced short-limb shear wall. Ph. D thesis, 2010, Xi'An University of Architecture & Technology. (in Chinese).

Google Scholar

[15] Qiwei Yang, Yuang Fan, Xianyun Wang. Experimental studies on seismic behaviour of shape steel concrete short-leg shear walls. [J]. World Earthquake Engineering, 2009, 25(2): 105-110 (in Chinese).

Google Scholar

[16] Abolhassan, Astaneh-Asl. Seismic behaviour and design of composite steel plate shear walls. [R]. Moraga, CA: Steel Tips (Technical Information and Product Service), Structural Steel Educational Council, (2002).

Google Scholar

[17] Wright H D. The behaviour of composite walling under construction and service loading. [J]. Construct Steel Research, 1998, 35(3): 257-273.

DOI: 10.1016/0143-974x(94)00051-i

Google Scholar

[18] Howard W. The axial load behavior of composite walling. [J]. Construct Steel Research, 1998, 45(3): 353-375.

Google Scholar

[19] Hossain A K M, Wright H D. Experimental and theoretical behaviour of composite walling under in-plane shear. [J]. Journal of Constructional Steel Research, 2004, 60(1): 59-83.

DOI: 10.1016/j.jcsr.2003.08.004

Google Scholar