Experimental and numerical investigation on non-welding CFDST joint for seismic evaluation of moment resisting frame
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s43452-020-00167-2.pdf
Reference25 articles.
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3. Guo L, Wang JF, Wu SC, Zhong LP. Experimental investigation and analytical modelling of blind bolted flush or extended end plate connections to circular CFDST columns. Eng Struct. 2019;192:233–53.
4. Mark DD, Jerome FH, Tiziano P, Roberto TL. Seismic performance factors for moment frames with steel-concrete composite columns and steel beams. Earthq Eng Struct Dyn. 2016;45:1685–703.
5. Braconi A, Bursi OS, Salvatore W, Taucer F, Tremblay R. Seismic performance of a 3D full-scale high-ductile steel–concrete composite moment-resisting frame—Part II: test results and analytical validation. Earthq Eng Struct Dyn. 2008;37:1635–55.
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Seismic behavior of CFDST frame with metallic dampers: Damage-controlled design and performance assessment;Soil Dynamics and Earthquake Engineering;2024-10
2. Hybrid simulation test and seismic assessment of CFDST moment resisting frame;Engineering Structures;2023-10
3. Modern Methods for Modelling Bolted Joints at the Assembly Stage – A Systematic Review;Engineering World;2023-09-27
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