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原文传递 Seismic Performance Assessment of Steel EBFs with Conventional and Replaceable Yielding Links Designed with ASCE 7-16
题名: Seismic Performance Assessment of Steel EBFs with Conventional and Replaceable Yielding Links Designed with ASCE 7-16
正文语种: eng
作者: Pedram Mortazavi;Oh-Sung Kwon;Constantin Christopoulos
作者单位: Univ. of Toronto;Univ. of Toronto;Univ. of Toronto
关键词: Eccentrically braced frames (EBFs);Steel casting;Replaceable links;Yielding dampers;Steel structures;Modular connections;Seismic design
摘要: Abstract This paper presents an extensive numerical study on the seismic performance of steel eccentrically braced frames (EBFs) designed according to the ASCE 7-16 standard. A series of EBF building structures ranging from 2 to 12 stories located in down
出版年: 2024
期刊名称: Journal of structural engineering
卷: 150
期: 5
页码: 1.1-1.18
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