Deflection analysis of welded steel I‐girders with corrugated webs based on first yield

Author:

Zhang Xutong1,Far Harry1,Lin Xuqun1

Affiliation:

1. School of Civil and Environmental Engineering Faculty of Engineering and Information Technology University of Technology Sydney (UTS) Building 11, Level 11, Broadway, Ultimo NSW 2007 (PO Box 123) Sydney Australia

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference49 articles.

1. Improving energy efficiency of existing residential buildings using effective thermal retrofit of building envelope;Far C.;Indoor and Built Environment,2019

2. Analysis study of shear buckling behavior of trapezoidal and sinusoidal corrugated web girders;Lee S.H.;International Journal of Steel Structure,2020

3. Experimental research on the seismic behaviour of CSPSWs connected to frame beams;Gao L.;Earthquake Engineering,2011

4. Analysis and design recommendations for corrugated steel plate shear walls with a reduced beam section;Farzampour A.;Thin‐Walls Structures,2018

5. Flexural behavior of cold‐formed steel‐timber composite flooring systems;Far H.;Journal of Structural Engineering,2020

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