The Reliability Research of Steel Plate Shear Wall Based on APDL

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Abstract: The models of un-stiffened, cross stiffened and diagonal stiffened are established by the APDL language of ANSYS, then their reliabilities of stochastic finite element are researched. The result shows that, under the equal seismic forces, the reliability of the three models from childhood in order as is the un-stiffened, the cross stiffened and the diagonal stiffened. And the vertical pressure is the most effective factor toward the three models. Recently years, the study about the steel plate shear wall at home and abroad is almost the research [1,2] of experience and hysteretic performance by the theory combined with experiences. Xianzeng Li [3], who discussed the feasibility of thin steel plate shear wall which is used in the seismic area, studied the stress structure feature and seismic feature of the thin steel plate shear wall under the drab and cyclic loads by finite element. The shear performance under one-way load and the hysteretic performance of the diagonal stiffened were researched deeply by Chunhua Cao [4,5], and the result shows that it’s an excellent part of resisting lateral force with full stability lag circle and high security reserve. In this text, the analysis about the reliability of steel plate spear wall is completed.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Edited by:

Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren

Pages:

885-888

Citation:

H. R. Huang et al., "The Reliability Research of Steel Plate Shear Wall Based on APDL", Advanced Materials Research, Vols. 368-373, pp. 885-888, 2012

Online since:

October 2011

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$38.00

[1] Guodong Chen, The structure performance study of the steel plate shear wall, [The Ph.D. Thesis]. Tsinghua university (2002).

[2] Guodong Chen and Yanlin Guo, Ultimate bearing capacity of the un-stiffened, submitted to Engineering Mechanics (In Chinese), Vol. 20(2)(2003), p.50.

[3] Xianzeng Li, Seisimic performance study of the thin steel plate shear wall, [The master's thesis]. Hebei Polytechnic Institute (2004).

[4] Chunhua Cao, Performance study of the diagonal stiffened, [The Ph.D. Thesis]. Xi'an University of Architecture and Technology (2008).

[5] Chunhua Cao, Jiping Hao and others, The low cyclic loading experimental study of slotted plate shear wall, submitted to the Journal Xi'an University of Architecture and Technology(In Chinese), Vol. 40(1)(2008), p.46.

[6] Xiaoyuan Feng, The Reliability Research of Steel Plate Shear Wall Based on APDL, [The master's thesis]. Xi'an University of Architecture and Technology (2010).

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