Proceedings of the International Conference on Logistics, Engineering, Management and Computer Science

Reliability Analyses of the High-rise Building s Vertex Displacement

Authors
Yumei Lv, Yu Chen, Shibo Li
Corresponding Author
Yumei Lv
Available Online July 2015.
DOI
https://doi.org/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.
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This is an open access article distributed under the CC BY-NC license.

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Proceedings
International Conference on Logistics Engineering, Management and Computer Science (LEMCS 2015)
Part of series
Advances in Intelligent Systems Research
Publication Date
July 2015
ISBN
978-94-6252-102-5
ISSN
1951-6851
DOI
https://doi.org/10.2991/lemcs-15.2015.193How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

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  - International Conference on Logistics Engineering, Management and Computer Science (LEMCS 2015)
PB  - Atlantis Press
SP  - 978
EP  - 981
SN  - 1951-6851
UR  - https://doi.org/10.2991/lemcs-15.2015.193
DO  - https://doi.org/10.2991/lemcs-15.2015.193
ID  - Lv2015/07
ER  -