Displacement-based correlation analysis of failure mode of RC high-rise frame structure under large earthquake
[1]ZHU Junfeng,Wang Dongwei,Hoda.Displacement-based correlation analysis of failure mode of RC high-rise frame structure under large earthquake[J].Journal of Zhengzhou University (Engineering Science),2006,27(03):9-14.[doi:10.3969/j.issn.1671-6833.2006.03.003]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
27
Number of periods:
2006年03期
Page number:
9-14
Column:
Public date:
1900-01-01
- Title:
- Displacement-based correlation analysis of failure mode of RC high-rise frame structure under large earthquake
- CLC:
- -
- Abstract:
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In order to simplify the calculation process of the reliability of the structural system in seismic design, based on the interlayer displacement, the interlayer displacement is taken as a random variable, and the interlayer deformation failure mode is the main failure mode, and the failure mode correlation of high-rise frame structures under the action of large earthquakes is studied by Monte Carlo method, and the statistical law of partial failure mode correlation of high-rise frame structures under large earthquakes is obtained.
- References:
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- Similar References:
Memo
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Last Update:
1900-01-01
