Cyclic behavior of beam-column joints with various yielding modes

Author:

Wang Yandong,Koetaka Yuji,Chan Iathong,Nakano Tatsuya

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Column-to-beam strength ratio required for ensuring beam-collapse mechanisms in earthquake responses of steel moment frames;Nakashima,2000

2. Strength demand issues relevant for the seismic design of moment-resisting frames;Medina;Earthquake Spectra,2005

3. The rigid seismic connection of continuous beams to column;Mirghaderi;J. Constr. Steel Res.,2008

4. I-beam to box–column connection by a vertical plate passing through the column;Mirghaderi;Eng. Struct.,2010

5. Numerical study on a fully-prefabricated damage-tolerant beam to column connection for an earthquake-resilient frame;Deng;Eng. Struct.,2018

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