Direct performance-based design with 200 kN MR dampers using multi-objective cost effective optimization for steel MRFs

被引:36
作者
Cha, Young-Jin [1 ]
Agrawal, Anil K. [2 ]
Phillips, Brian M. [3 ]
Spencer, Billie F., Jr. [4 ]
机构
[1] MIT, Dept Civil & Environm Engn, Cambridge, MA 02139 USA
[2] CUNY City Coll, Dept Civil & Environm Engn, New York, NY 10031 USA
[3] Univ Maryland, Dept Civil & Environm Engn, College Pk, MD 20742 USA
[4] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
基金
美国国家科学基金会;
关键词
Performance-based design; Magnetorheological damper; Multi-objective; Genetic algorithm; High-rise building; Nonlinear structure; Nonlinear time history analysis; SEISMIC DESIGN; OPTIMAL PLACEMENT; FRAMES; BUILDINGS; STATE;
D O I
10.1016/j.engstruct.2014.04.023
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Direct performance-based design methodology that incorporates traditional performance-based design and semi-active smart damping devices (i.e., magnetorheological (MR) damper) has been investigated through the application of multi-objective optimization. This design method achieves multiple objectives in which cost and efficiency are simultaneously optimized to achieve multiple performance levels subjected to multiple hazard levels. For numerical study, large-scale 200 kN MR dampers have been installed in a 9-story moment-resisting frame building to carry out multi-objective optimization using genetic algorithm. Minimum interstory drift during through nonlinear time history analysis and minimum number of MR dampers installed are considered as performance-based design objectives. Several MR damper location layouts have been obtained through the optimization. Nonlinear time history analyses have been carried out to evaluate performance of each MR damper device layout. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:60 / 72
页数:13
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