Nonlinear Finite Element Simulation of Steel Frames-Composite Steel Shear Wall

DOI

10.2991/icsmim-15.2016.214How to use a DOI?

Keywords

Composite steel Shear Wall, Nonlinear Finite Element, Simulation, seismic Behavior.

Abstract

The prefabricated concrete walls are used to cover on both sides of steel shear wall to avoid the buckling of steel plates, which leads to the composite steel shear wall system. In order to carry out the nonlinear FEM analysis on the composite steel shear wall, the procedure of establishing the FEM model was illustrated in details, in which the nonlinear and contact behavior were considered. The computed results were in good match with test data, which indicating the simulation method is feasible. It would accurately reflect the mechanical behavior of the structure by use of surface-to-surface smooth hard contact properties to simulate the contact between the steel plate and concrete cover plates.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Download article (PDF)

TY  - CONF
AU  - Xiaotong Peng
AU  - Lei Xia
AU  - Chen Lin
AU  - Tingting Zhang
PY  - 2016/01
DA  - 2016/01
TI  - Nonlinear Finite Element Simulation of Steel Frames-Composite Steel Shear Wall
BT  - Proceedings of the 2015 4th International Conference on Sensors, Measurement and Intelligent Materials
PB  - Atlantis Press
SP  - 1162
EP  - 1165
SN  - 2352-538X
UR  - https://doi.org/10.2991/icsmim-15.2016.214
DO  - 10.2991/icsmim-15.2016.214
ID  - Peng2016/01
ER  -