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Displacement-based correlation analysis of failure mode of RC high-rise frame structure under large earthquake
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[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卷 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
Author(s):
ZHU Junfeng; Wang Dongwei; Hoda

Keywords:

CLC:
-
DOI:
10.3969/j.issn.1671-6833.2006.03.003
Abstract:
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.

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Last Update: 1900-01-01
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