The Statement of Research Progress in Embedded Steel Plate Shear Wall

Article Preview

Abstract:

Shear wall is the main component that resists the lateral force for high-rise buildings. With the rapid development of high-rise buildings, especially the super high-rise buildings, requirements for seismic performance of shear walls have become more sophisticated. This introduction summarizes the commonly used in embedded development and existing problems of steel plate shear wall, which are stiffened steel plate shear wall, non-stiffened steel plate shear wall, composite steel plate shear wall, preventing buckling of steel plate shear wall and low yield point steel plate shear wall.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

287-291

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Huang Zhen and Hai Yu : Shan Xi Architecture, Vol. 39 No. 14 (2013) pp.50-51(In Chinese).

Google Scholar

[2] Ashaneh-Asl.A. Structural Steel Educational Council Technical Information and Product Service, (2001).

Google Scholar

[3] Troy, R, Richard, R. CivilEngineering-ASCE, 1979(2): 53-55.

Google Scholar

[4] Zhong Fan, Xuelin Liu and Yanjun Huang: Building Structure, Vol. 41 No. 4 (2011) pp.33-43. (In Chinese).

Google Scholar

[5] Guodong Chen, Yanlin Guo and Zhen Fan: Building Structure, Vol. 25 No. 2 (2004) pp.19-26. (In Chinese).

Google Scholar

[6] Yanlin Guo and Ming Zhou: Journal of Architecture and Civil Engineering, Vol. 26 No. 3 (2009) pp.1-13(In Chinese).

Google Scholar

[7] Thorburn L. J, Kulak G. L, & Montgomery C.J. : Struct . Engrg Rep. No. 107, Dept. of Civil Engineering, University of Alberta, Edmonton, Canada, (1983).

Google Scholar

[8] Astaneh-Asl, A. Canada : Structural Steel Education Council, (2002).

Google Scholar

[9] Qiuhong Zhao and Abolhassan Astaneh-Asl: Journal of Structural Engineering, Vol. 130 No. 2 (2004) pp.271-284.

Google Scholar

[10] Qiuhong Zhao and Abolhassan Astaneh-Asl. Steel Structures, 2007 (7) : 69-75.

Google Scholar

[11] Yanlin Guo, Quanli Dong and Ming Zhou: Building Structure, Vol. 30 No. 1 (2009) pp.40-47. (In Chinese).

Google Scholar

[12] Yanlin Guo, Ming Zhou, Quanli Dong. : Engineering mechanics, Vol. 26 No. 2 (2009) pp.108-114. (In Chinese).

Google Scholar

[13] Yanlin Guo and Ming Zhou: Building Structure, Vol. 32 No. 1 (2011) pp.1-16 (In Chinese).

Google Scholar

[14] Yanlin Guo and Quanli Dong. Static Behavior ofBuckling-restrained Steel Plate Shear Walls [C ]CHEUNG Y K, CHAU K W. Proceedings of the 6th International Conference on Tall Buildings. Hong Kong: World Scientific Publishing Company, 2005: 666-670.

DOI: 10.1142/9789812701480_0100

Google Scholar

[15] Quanli Dong and Yanlin Guo. Ultimate Shear Cap-acity of Buckling-restrained Steel Plate Shear Walls[C]/HERA. Proceeding of Eighth Pacific Structural Steel Conference -Steel Structures in Natural Haz-ards. Wairakei: HERA, 2007: 335-340.

DOI: 10.1142/9789812701480_0100

Google Scholar

[16] NAKASHIMAM, AKAWAZAT, TSUJIB : Journal of Structural Engineering, Vol. 121 No. 12 (1995) pp.1750-1757.

Google Scholar

[17] Xiaotong Peng and Qi Zhang: Journal of jinan university (natural science edition), Vol. 26 No. 1 (2012) pp.106-110(In Chinese).

Google Scholar