Open AccessDOI
Loading History for Use in Quasi-Static Simulated Earthquake Loading Tests
A. T. Derecho,M. Iqbal,M. Fintel,W. G. Corley +3 more
- Vol. 63, pp 329-356
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The article was published on 1980-08-01 and is currently open access. It has received 9 citations till now. The article focuses on the topics: Deformation (meteorology) & Earthquake resistant structures.read more
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Journal ArticleDOI
Cyclic test of four-story steel plate shear wall
TL;DR: In this paper, a large-scale, four-story, single bay steel plate shear wall specimen with unstiffened panels was tested using controlled cyclic loading to determine its behavior under an idealized severe earthquake event.
Seismic behaviour of steel plate shear walls by shake table testing
TL;DR: In this paper, an experimental and analytical study on the behavior of steel plate shear walls with thin unstiffened webs when used as primary lateral load resisting system in medium and high-rise buildings is presented.
Performance of unstiffened steel plate shear walls under cyclic quasi-static loading
TL;DR: In this article, an experimental testing program was conducted at the University of British Columbia on two single and one multistorey steel plate shear wall assemblies, each specimen consisted of a single bay, 30 % scale model of an inner residential building core with panel width to height aspect ratios of 1:1.
Journal ArticleDOI
Seismic performance of concrete walls for housing subjected to shaking table excitations
TL;DR: In this article, the authors compared and discussed displacement and shear strength capacities, as well as the dynamic characteristics of six reinforced concrete (RC) walls tested under shaking table excitations.
Journal ArticleDOI
Experimental investigation on dynamic and quasi‐static behavior of low‐rise reinforced concrete walls
TL;DR: In this paper, the authors compared the seismic performance of 12 reinforced concrete walls for low-rise housing: six prototype walls tested under QS-cyclic loading and six models tested under shaking table excitations.
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