Comparison of Seismic Response Corner Beam-Column Joint with and without Fuse Bars Under In-Plane Lateral Cyclic Loading
Author:
Affiliation:
1. Universiti Teknologi MARA, Malaysia
2. Universitas Negeri Semarang, Indonesia
3. Ningxia University, China
4. Jalan Teknologi PJU 5, Malaysia
Publisher
FapUNIFESP (SciELO)
Subject
Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering
Link
http://www.scielo.br/pdf/lajss/v19n1/1679-7825-lajss-19-1-e420.pdf
Reference28 articles.
1. Applications of fuse inserts in seismic design of reinforced concrete structures;Goodfellow R.;Transactions on the Built Environment,1995
2. Passive Control Of Structures For Seismic Loads;Buckle I.G.;Bulletin of the New Zealand Society for Earthquake Engineering,2000
3. Lateral Seismic Perfomance Of Mult-Panel Precast Hollow Core Walls Subjected To Quasi-Static Cyclic Loading;Hamid N. H. A.;Journal of Structural Engineering Vol.,2010
4. Advances in Performance-Based Earthquake Engineering, Geotechnical, Geological, and Earthquake Engineering;Pampanin S.,2010
5. A Modified Moment Resisting Connection for Ductile Steel Frames (Numerical and Experimental Investigation);Farrokhi H.;Journal of Constructional Steel Research,2009
Cited by 1 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. Experimental Analysis of Seismic Responses Interior Beam-Column Joint with and Without Fuse Bars Under In-Plane Lateral Cyclic Loading;Green Infrastructure;2023
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