Research on Calculation of Wind Resistance of 20-Storeys High-Rise Building Structure

DOI

10.2991/icseee-16.2016.40How to use a DOI?

Keywords

wind resistance, internal stress response, high-rise building, research

Abstract

Frame structure consists of frame columns, frame beams, etc. The longitudinal stiffness of frame structure is obviously better than lateral stiffness of frame structure. Lateral stiffness and internal stress response of lateral frame should be mainly considered, when frame structure is calculated and analysed under dynamic load. Frame structure system is optimized, and the space of lateral frame columns is set to zero. At present, lateral frame columns are close to each other in the frame structure, which changes into shear wall structure. Since shear wall structure can be considered as the structure close to each other where the space of frame columns is set to zero, lateral stiffness of shear wall structure is obviously better than lateral stiffness of frame 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, internal stress response of structure under the action of wind load has been calculated by numerical simulation software "PKPM", also internal stress response of frame structure and shear wall structure under the action of wind load has been reached. Thirdly, the internal stress 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  - Research on Calculation of Wind Resistance of 20-Storeys High-Rise Building Structure
BT  - Proceedings of the 2016 5th International Conference on Sustainable Energy and Environment Engineering (ICSEEE 2016)
PB  - Atlantis Press
SP  - 219
EP  - 222
SN  - 2352-5401
UR  - https://doi.org/10.2991/icseee-16.2016.40
DO  - 10.2991/icseee-16.2016.40
ID  - Yang2016/12
ER  -