Ultimate in-plane shear capacity of 3-panel frameless cold-form steel corrugated walls under axial compression

Author:

Huang JingfeiORCID,Yang T.Y.ORCID,Al-Janabi Musab A.Q.ORCID

Funder

NSERC

Publisher

Elsevier BV

Reference47 articles.

1. The axial load behaviour of composite walling;Wright;J. Constr. Steel Res.,1998

2. Flexural and shear behavior of composite bridge girder with corrugated steel webs around middle support;Shiratani;Doboku Gakkai Ronbunshu,2003

3. Behavior of sinusoidal-corrugated-steel-plate–concrete composite slabs: experimental investigation and theoretical model development;lei Zhang;J. Constr. Steel Res.,2021

4. Transverse load carrying capacity of sinusoidally corrugated steel web beams with web openings;Kiymaz;Steel Compos. Struct.,2010

5. Cyclic analyses of corrugated steel plate shear walls;Zhao,2017

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