Simulations of a Variable Friction Device for Multihazard Mitigation

被引:32
作者
Cao, Liang [1 ]
Laflamme, Simon [1 ,2 ]
Taylor, Douglas [3 ]
Ricles, James [4 ]
机构
[1] Iowa State Univ, Dept Civil Construct & Environm Engn, Ames, IA 50011 USA
[2] Iowa State Univ, Dept Elect & Comp Engn, Ames, IA 50011 USA
[3] Taylor Devices, 90 Taylor Dr, North Tonawanda, NY 14120 USA
[4] Lehigh Univ, Struct Engn, Bethlehem, PA 18015 USA
基金
美国国家科学基金会;
关键词
Multihazard; Multiple hazard; Variable friction; Semiactive device; Supplemental damping; Structural control; Modified friction device; SEISMIC PROTECTION; PERFORMANCE; SYSTEMS; DESIGN; DAMPER; BUILDINGS;
D O I
10.1061/(ASCE)ST.1943-541X.0001580
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper investigates the performance of a novel semiactive damping device at mitigating nonsimultaneous multihazard loads. The device, termed modified friction device (MFD), has been previously proposed by the authors. It consists of a variable friction system based on automotive drum brake technology. The device has been demonstrated in a laboratory environment, and its dynamic behavior has been modeled. This model is used to conduct numerical simulations on two representative structures, one short building located in Japan and the other tall building located in Boston, MA. Simulated hazards include wind, blast, and seismic loads. Various control cases are considered, including semiactive control under five different sets of control weights, and passive viscous and passive friction to benchmark performance. Results show that the semiactive control cases outperforms all of the other cases for the vast majority of hazards and performance indices, provided that the right control weights are utilized.
引用
收藏
页数:14
相关论文
共 52 条
[1]  
ASCE, 2013, ASCE STAND
[2]   Proposal of a probabilistic model for multi-hazard risk assessment of structures in seismic zones subjected to blast for the limit state of collapse [J].
Asprone, D. ;
Jalayer, F. ;
Prota, A. ;
Manfredi, G. .
STRUCTURAL SAFETY, 2010, 32 (01) :25-34
[3]   Variable friction device for structural control based on duo-servo vehicle brake: Modeling and experimental validation [J].
Cao, Liang ;
Downey, Austin ;
Laflamme, Simon ;
Taylor, Douglas ;
Ricles, James .
JOURNAL OF SOUND AND VIBRATION, 2015, 348 :41-56
[4]   Active and semi-active control of structures - theory and applications: A review of recent advances [J].
Casciati, Fabio ;
Rodellar, Jose ;
Yildirim, Umut .
JOURNAL OF INTELLIGENT MATERIAL SYSTEMS AND STRUCTURES, 2012, 23 (11) :1181-1195
[5]  
Chen C., 2004, STRUCT CONTROL HLTH, V11, P239, DOI [10.1002/stc.41, DOI 10.1002/STC.41]
[6]  
Connor JeromeSimon Laflamme., 2014, Structural motion engineering
[7]   Toggle-brace-damper seismic energy dissipation systems [J].
Constantinou, MC ;
Tsopelas, P ;
Hammel, W ;
Sigaher, AN .
JOURNAL OF STRUCTURAL ENGINEERING, 2001, 127 (02) :105-112
[8]   Structural passive control on electromagnetic friction energy dissipation device [J].
Dai, Hongzhe ;
Liu, Zhenpeng ;
Wang, Wei .
THIN-WALLED STRUCTURES, 2012, 58 :1-8
[9]   Time-variant sustainability assessment of seismically vulnerable bridges subjected to multiple hazards [J].
Dong, You ;
Frangopol, Dan M. ;
Saydam, Duygu .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2013, 42 (10) :1451-1467
[10]  
Ganzerli S, 2000, EARTHQUAKE ENG STRUC, V29, P1677, DOI 10.1002/1096-9845(200011)29:11<1677::AID-EQE986>3.0.CO