Open AccessNumerical Analysis on Seismic Performance of a New Type of Fully Assembled Beam-Column Joints
Author(s) -
Wei Zhai,
Wen Jiang,
Jing Yang,
Jun Yang,
Kai Qu,
L. Chen
Publication year - 2020
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/739/1/012038
Subject(s) - structural engineering , finite element method , nonlinear system , type (biology) , beam (structure) , column (typography) , engineering , geology , physics , connection (principal bundle) , paleontology , quantum mechanics
To investigate the seismic performance of a new type of fully assembled beam-column joints, finite element models are established by ABAQUS with the nonlinear and geometric nonlinear effects considered to simulate 5 joints based on the quasi-static test. Through the comparison between finite element analysis and experimental results, the validity of finite element models is verified. Then the correlation parameters and their effects on the seismic performance of joints are analysed.