Numerical Simulation Analysis on Displacement Response of Frame Structure and Shear Wall Structure Under the Action of Wind Load

DOI

10.2991/icseee-16.2016.39How to use a DOI?

Keywords

frame structure, shear wall structure, numerical simulation analysis, displacement response, compare and analyze

Abstract

Response of earthquake action in the structure is related to site category, seismic fortification intensity, earthquake acceleration, seismic grouping, etc. Research on high-rise building structure seismic has been done a lot. However, high-rise building structure does not only sustain earthquake load, but also sustain wind load, which is calculation and analysis of wind-resistant behavior of structure. Response of wind load in the structure is related to wind pressure, ground roughness, vertical wind acceleration, lateral wind acceleration, shape coefficient of each section in the structure. Research is based on stress characteristic of frame structure and shear wall structure. Firstly, stress characteristic of structure under the action of wind load has been simulated. Secondly, displacement response of structure under the action of wind load has been calculated by numerical simulation software "PKPM", also displacement response of frame structure and shear wall structure under the action of wind load has been reached. Thirdly, the displacement response of structure has been compared and analyzed. Finally the conclusions are made.

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  - Lujiang Yang
AU  - Gong Chen
AU  - Hongmei Yang
PY  - 2016/12
DA  - 2016/12
TI  - Numerical Simulation Analysis on Displacement Response of Frame Structure and Shear Wall Structure Under the Action of Wind Load
BT  - Proceedings of the 2016 5th International Conference on Sustainable Energy and Environment Engineering (ICSEEE 2016)
PB  - Atlantis Press
SP  - 215
EP  - 218
SN  - 2352-5401
UR  - https://doi.org/10.2991/icseee-16.2016.39
DO  - 10.2991/icseee-16.2016.39
ID  - Yang2016/12
ER  -