Seismic Reliability Analysis of Cable Stayed Bridges Against First Passage Failure

[TAFATNEB]

Seismic Reliability Analysis of Cable Stayed Bridges Against First Passage Failure

Author: Rehan Ahmad Khan Aligarh Muslim University India | Size: 810 KB | Format: PDF | Quality: Unspecified | pages: 29

In many structural applications, the ultimate purpose of using stochastic analysis is to determine the reliability of a structure, which has been designed to withstand the random
excitations. The present study is concerned with one of the failures, which are the results of the dynamic response of the stable cable stayed bridges. If Y(t) is the dynamic response (either deflection, strain or stress) of the bridge at a critical point, the bridge may fail upon the occurrence of one of the following cases (Y.K. Lin, 1967):

Code:

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

This post has been made by CivilEA Post-Generator v2.2.0