Finite element analysis model of anti-vibration performance of steel structure buildings

DOI

10.2991/wartia-16.2016.330How to use a DOI?

Keywords

steel structure, anti-vibration, finite element analysis model

Abstract

in order to study the anti-vibration performance of the steel structure buildings, the finite element analysis model was established. On the basis of reasonable selection of the type of finite element, the failure modes, ultimate load, maximum plastic rotation, ductility and energy dissipation performance of the type of flange weakening node of steel structure buildings are obtained, to get the load - displacement hysteresis back curve and local failure modes of the steel structure buildings. the anti-vibration performance finite element analysis model of steel structure buildings is established and to make compared analysis with the anti-vibration performance of standard steel structure buildings in bearing capacity, stiffness, hysteretic behavior, degradation characteristics and failure modes and analyzed. The analysis results show that the model has a certain role in promoting the improvement of seismic design code of steel structure and engineering application of high strength steel.

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/).

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TY  - CONF
AU  - Fan Su
PY  - 2016/05
DA  - 2016/05
TI  - Finite element analysis model of anti-vibration performance of steel structure buildings
BT  - Proceedings of the 2016 2nd Workshop on Advanced Research and Technology in Industry Applications
PB  - Atlantis Press
SP  - 1654
EP  - 1658
SN  - 2352-5401
UR  - https://doi.org/10.2991/wartia-16.2016.330
DO  - 10.2991/wartia-16.2016.330
ID  - Su2016/05
ER  -