Reliability Analyses of the High-rise Building s Vertex Displacement

DOI

10.2991/lemcs-15.2015.193How to use a DOI?

Keywords

The High-rise building;the Downwind response; Displacement control;Reliability; ANSYS Structural Analysis

Abstract

The main purpose is to calculate the reliability of high-rise building under wind load. According to the structure of the wind response calculation theory, ANSYS static analysis module and the random vibration analysis module was used to calculate the high-rise building under the action of static wind load and fluctuating wind load wind to the displacement. It is feasible to analyze the reliability of high-rise building by using the method. The distribution form of this method is relatively old, and it remains to be further calculated.

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  - Yumei Lv
AU  - Yu Chen
AU  - Shibo Li
PY  - 2015/07
DA  - 2015/07
TI  - Reliability Analyses of the High-rise Building s Vertex Displacement
BT  - Proceedings of the International Conference on Logistics, Engineering, Management and Computer Science
PB  - Atlantis Press
SP  - 978
EP  - 981
SN  - 1951-6851
UR  - https://doi.org/10.2991/lemcs-15.2015.193
DO  - 10.2991/lemcs-15.2015.193
ID  - Lv2015/07
ER  -