Dynamic and cyclic response of a full-scale 2-storey cold-formed steel structure with and without infill materials-Reference-Cited by-同舟云学术

Dynamic and cyclic response of a full-scale 2-storey cold-formed steel structure with and without infill materials

Published:2016-11-04 Issue:8 Volume:15 Page:3207-3226
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Senkardesler O.,Goler G.,Soyoz S.

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s10518-016-0042-1/fulltext.html

Reference28 articles.

1. Al-Kharat M, Rogers CA (2007) Inelastic performance of cold-formed steel strap braced walls. J Constr Steel Res 63:460–474

2. ASTM E2126-11, Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings

3. Boudreault FA, Blais C, Rogers CA (2007) Seismic force modification factors for light gauge stee-frame: wood structural panel shear walls. Can J Civ Eng 34:56–65

4. Brincker R, Zhang L, Andersen P (2001) Modal identification of output-only systems using frequency domain decomposition. Smart Mater Struct 12:441–445

5. BS5950 Structural Use of Steelwork in Buildings

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