Shear behavior of gypsum boards sheathed CFS framed shear walls with enlarged edge members

Author:

Yaozhao Zhang,Xingxing Wang,Xiaodong Lin,Xinggui Zeng,Wei Wang

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference42 articles.

1. Zhou XH, Shi Y, Wang RC, et al. Fast rebuilding cold-formed steel residential structure suit for earthquake regions [C]. Seminar for seismic hazard analysis and structural rebuilding due to Wenchuan earthquake, Beijing: Department of Civil, Hydraulic and Building Engineering, Chinese Academy of Engineering, 2008: 442-447. (in Chinese).

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3. Review: the direct strength method of cold-formed steel member design [J];Schafer;J Constr Steel Res,2008

4. Design of cold-formed steel built-up closed sections with intermediate stiffeners [J];Ben;J Struct Eng ASCE,2008

5. Evaluation of the slenderness ratio in built-up cold-formed box sections [J];Reyes;J Constr Steel Res,2011

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