Comparison of Seismic Response Corner Beam-Column Joint with and without Fuse Bars Under In-Plane Lateral Cyclic Loading

Author:

Hadi Nurfarhana Diyana1ORCID,Hamid Nor Hayati Abdul1ORCID,Azmi Ili Farhana1ORCID,Hassan Rohana1ORCID,Sutopo Yeri2ORCID,Chao Bao3ORCID,Zainuddin Nurul Azmi4ORCID

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

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

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