The analysis of a precast sheer wall building

DOI

10.2991/icmmcce-15.2015.103How to use a DOI?

Keywords

Precast shear wall structure YJK-EP Anti-seismic performance, Elastic-plastic analysis.

Abstract

In this paper a 33 story precast shear wall structure is analyzed. In order to study the safety of the tall parapet wall the parapet wall is established in the model. Structure analysis software YJK-EP is taken for the elastic-plastic analysis of this precast sheer wall structure, specifically, the whole anti-seismic performance under rare earthquake is analyzed, three seismic waves, one artificial wave and two natural waves, are loaded according to code[1], and their reaction under earthquake in the direction of X and Y are calculated. The result of the analysis shows that the inter layer displacement angel under rare earthquake is much smaller than the norm limits (1/100)[2], which indicates that the structure can meet the requirement of the code in terms of overall anti-seismic performance. Damage image of the shear wall shows that the parapet damage is minor and the parapet is in elastic stage.

Copyright

© 2015, 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  - Qi Hu
AU  - Jiao Geng
AU  - Kang Liu
PY  - 2015/12
DA  - 2015/12
TI  - The analysis of a precast sheer wall building
BT  - Proceedings of the 4th International Conference on Mechatronics, Materials, Chemistry and Computer Engineering 2015
PB  - Atlantis Press
SP  - 512
EP  - 516
SN  - 2352-538X
UR  - https://doi.org/10.2991/icmmcce-15.2015.103
DO  - 10.2991/icmmcce-15.2015.103
ID  - Hu2015/12
ER  -