Modification of Substitute Frame for steel moment frames with irregular bay lengths

Mass nonlinear dynamic analysis is unavoidable in many fields of earthquake and structural engineering, such as incremental dynamic analysis, probabilistic performance-based design, and optimization approaches. Using simplified models with fewer degrees of freedom instead of detailed original models...

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Main Authors: S.A. Ahmadian, H. Khosravi, A.R. Banihashem, S. Farzaneh
格式: 文件
语言:fas
出版: Sharif University of Technology 2023-12-01
丛编:مهندسی عمران شریف
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在线阅读:https://sjce.journals.sharif.edu/article_23151_9335ac83f7f8869711f0612c010e1338.pdf