Assessment of floor accelerations in special steel moment frames

被引：43

作者：

Flores, Francisco X. ^{[1
,2
]}

Lopez-Garcia, Diego ^{[2
,3
]}

Charney, Finley A. ^{[1
]}

机构：

[1] Virginia Tech, Dept Civil & Environm Engn, Blacksburg, VA 24060 USA

[2] Pontificia Univ Catolica Chile, Dept Struct & Geotech Engn, Santiago, Chile

[3] Natl Res Ctr Integrated Nat Disaster Management C, Santiago, Chile

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2015年 / 106卷

关键词：

Special steel moment frames; Seismic response; Floor acceleration; Floor response spectra; Inelastic behavior; NONSTRUCTURAL COMPONENTS; SEISMIC RESPONSE; SPECTRA; PERFORMANCE; DESIGN; MODELS;

D O I：

10.1016/j.jcsr.2014.12.006

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The floor acceleration response of Special Steel Moment Frames subjected to earthquakes is evaluated considering different modeling options, i.e., elastic and inelastic behavior, with and without gravity frames, and considering different strength levels of the partially restrained connections in the gravity frames. The characteristics of the Special Steel Moment Frames considered in this study are based on those considered in the ATC 76-1 project The influence of each modeling option on peak floor accelerations and on floor response spectra is then investigated. Results are also compared with the design acceleration demands on nonstructural components indicated in ASCE 7, which leads to relevant observations. (C) 2014 Elsevier Ltd. All rights reserved.

引用

页码：154 / 165

页数：12

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