Numerical analysis of the seismic performance of existing steel frames with rigid connection with truss-beam-segments

Author:

Meng BaoORCID,Li Hui,Liang Honghui,Zhong Weihui,Wen Junlong

Publisher

Elsevier BV

Reference30 articles.

1. Design and numerical analysis of a damage-controllable mechanical hinge beam-to-column connection;Peng;Soil Dynam Earthq Eng,2020

2. Seismic performance of steel moment frames considering the effects of column-base hysteretic behavior and gravity framing system;Torres-Rodas;Soil Dynam Earthq Eng,2021

3. Analysis of the influence of horizontal stiffeners on the mechanical properties of fully welded rigid beam column joints;Li;Journal of Disaster Prevention and Reduction Engineering,2014

4. Design of steel MRF connections before and after 1994 Northridge earthquake;Popov;Eng Struct,1998

5. Influence of corrosion on seismic performance of steel beam-to-column connections;Zhang;Eng Struct,2024

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