An approximate method of dynamic amplification factor for alternate load path in redundancy and progressive collapse linear static analysis for steel truss bridges

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An approximate method of dynamic amplification factor for alternate load path in redundancy and progressive collapse linear static analysis for steel truss bridges

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作者：Hoang Trong Khuyen^a ; ^{s115081@stn.nagaokaut.ac.jp" class="auth_mail" title="E-mail the corresponding author} ; Eiji Iwasaki^b ; ^{iwas@nagaokaut.ac.jp" class="auth_mail" title="E-mail the corresponding author}
关键词：Dynamic amplification factor ; Redundancy ; Progressive collapse ; Steel truss bridges ; Alternate load path
刊名：Case Studies in Structural Engineering
出版年：2016
出版时间：December 2016
年：2016
卷：6
期：Complete
页码：53-62
全文大小：1521 K

文摘

•: An empirical equation to calculate the dynamic amplification factor for redundancy and progressive collapse analysis of steel truss bridges is proposed.
•: An alternate load path for redundancy and progressive collapse analysis of steel truss bridges is proposed.
•: Dynamic analysis and static analysis with alternate load path are compared.

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