Calculation on the Vertical Cracking Load of Adaptive-Slit Shear Walls

Ming Jin Chu; Yufeng Zhang; Zhi Juan Sun

doi:10.4028/www.scientific.net/AMM.166-169.2924

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Calculation on the Vertical Cracking Load of...

Calculation on the Vertical Cracking Load of Adaptive-Slit Shear Walls

Abstract:

Experimental studies showed that vertical cracks appeared along the cold-formed steel or the steel sheet on the adaptive-slit shear walls when the wall was subjected to horizontal earthquake loading, and the adaptive-slit shear wall experienced the loading process from the whole wall section to the slitted wall section. So the appearance and development of the vertical cracks can reflect the seismic behavior of adaptive-slit shear walls. According to the mechanical characteristics of the adaptive-slit shear walls, this paper proposed a method to calculate the cracking load. It is found that the calculated results has a good agreement with the experimental results.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

2924-2928

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2924

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Online since:

May 2012

Authors:

Ming Jin Chu, Yufeng Zhang, Zhi Juan Sun

Keywords:

Adaptive-Slit Shear Wall, Calculation Method, Cracking Load, Vertical Cracks

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References

[1] Fintel, Mark. ACI Journal. 1974, 71(19): 296-305.

Google Scholar

[2] Mark Fintel, P.E. PCI journal, 1995, 40(3): 62-80.

Google Scholar

[3] Tsinghua University, Southwest Jiaotong University, Chongqing University, et al: Buidling seismic damage in Wenchuan Earthquake and corresponding design strategy [M].Beijing: China Building Industry Press,2009 (in Chinese).

Google Scholar

[4] Pedro A. Hidalgo, Christian A. Ledezma, Rodrigo M. Jordan. Earthquake Spectra,2002,18(2): 287-308.

Google Scholar

[5] M. S. Lopes. Engineering Structures, 2001,23:229-239.

Google Scholar

[6] Wyllie L A, Abrahamson N, Bolt B, et al. Earthquake Spectra, 1986, 2(2):293–371.

Google Scholar

[7] CSA Standard CAN3-A23. 3-04. Design of concrete structures for buildings with explanatory notes. Canadian Standards Association, Rexdale, ON, Canada, 2004.

Google Scholar

[8] Park R, Paulay T. Reinforced concrete structures. John Wiley & Sons, New York, USA. 1975.

Google Scholar

[9] Mingjin Chu. Seismic Behavior of Cold-Formed Thin-Walled Steel Reinforced Concrete Shear Walls[D]. Beijing,Tsinghua, 2010(in Chinese).

Google Scholar

[10] Mingjin Chu, Peng Feng, Lieping Ye, et al. Engineering Mechanics, 2011,28(8): 45 - 55(in Chinese).

Google Scholar

[11] Peng Feng,Mingjin Chu, Lieping Ye, et al. Journal of Building Structures,2010, 31(11):83-91(in Chinese).

Google Scholar

[12] Youlin Xu. Experimental study of anchorage properties for deformed bars in concrete[D]. Beijing,Tsinghua, 1990(in Chinese).

Google Scholar