Seismic performance of floor-by-floor assembled steel braced structures with stiffened connections
Author:
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Civil and Structural Engineering,Computational Mechanics
Link
http://www.tandfonline.com/doi/pdf/10.1080/19373260.2012.757208
Reference7 articles.
1. Inelastic performance of screw-connected cold-formed steel strap-braced walls
2. Experimental evaluation of the seismic performance of modular steel-braced frames
3. Earthquake testing and response analysis of concentrically-braced sub-frames
4. Greenlee, G. 2011. Seismic design of diagonal strap bracing using AISI S213. ASCE Structures Congress proceedings. 2011. pp.688–7.
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1. Shaking table test of a prefabricated steel frame structure with all-bolted connections;Engineering Structures;2021-12
2. Improving the Seismic Performance of Beam-through Concentrically Braced Frames Using Energy-absorbing Rocking Core;Journal of Earthquake Engineering;2020-09-11
3. Enhancing seismic performance of tension-only concentrically braced beam-through frames through implementation of rocking cores;Engineering Structures;2018-08
4. Seismic design of beam-through steel frames with self-centering modular panels;Journal of Constructional Steel Research;2018-02
5. Seismic design of multistory tension-only concentrically braced beam-through frames aimed at uniform inter-story drift;Journal of Constructional Steel Research;2016-07
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