Modeling frictional heating effects in triple friction pendulum isolators

被引:13
作者
Kim, Hyun-Myung [1 ,2 ]
Constantinou, Michael C. [1 ]
机构
[1] SUNY Buffalo, Dept Civil Struct & Engn, Buffalo, NY USA
[2] SUNY Buffalo, Dept Civil Struct & Engn, Buffalo, NY 14260 USA
关键词
frictional heating; multidirectional isolator model; seismic isolation; temperature-dependent friction coefficient; triple friction pendulum isolator; SLIDING ISOLATION BEARINGS; ADAPTIVE-BEHAVIOR;
D O I
10.1002/eqe.3797
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper augments the series spring model for Triple Friction Pendulum (TFP) isolators to predict the relative displacement and velocity at each of its four sliding interfaces. This enables the prediction of the rise in temperature at each sliding interface that results from frictional heating and the introduction of temperature-dependent friction coefficient. Moreover, the model directly accounts for the velocity-dependence of the friction coefficient as it can predict the actual velocities at each sliding interface, whereas the original series model only approximately accounted for the velocity effects. It also accounts for the effects of instantaneous bearing pressure on the friction coefficient. The model has been implemented in program OpenSees and has been verified by comparison to results obtained using a much more advanced and complex model that is unsuitable for computations with a large number of isolators.
引用
收藏
页码:979 / 997
页数:19
相关论文
共 19 条
[1]  
[Anonymous], 2011, SAP 2000-Integrated Software for Structural Analysis and Design
[2]   Influence of residual displacements on the design displacement of spherical friction-based isolation systems [J].
Cardone, D. ;
Gesualdi, G. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2017, 100 :492-503
[3]   Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records [J].
Chandramohan, Reagan ;
Baker, Jack W. ;
Deierlein, Gregory G. .
EARTHQUAKE SPECTRA, 2016, 32 (02) :927-950
[4]   TEFLON BEARINGS IN BASE ISOLATION .2. MODELING [J].
CONSTANTINOU, M ;
MOKHA, A ;
REINHORN, A .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1990, 116 (02) :455-474
[5]  
Constantinou MC., 2007, PERFORMANCE SEISMIC
[6]   Predicting the displacement of triple pendulum bearings in a full-scale shaking experiment using a three-dimensional element [J].
Dao, Nhan D. ;
Ryan, Keri L. ;
Sato, Eiji ;
Sasaki, Tomohiro .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2013, 42 (11) :1677-1695
[7]   Analytical and finite element investigation on the thermo-mechanical coupled response of friction isolators under bidirectional excitation [J].
De Domenico, D. ;
Ricciardi, G. ;
Benzoni, G. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2018, 106 :131-147
[8]   Spherical sliding isolation bearings with adaptive behavior: Theory [J].
Fenz, Daniel M. ;
Constantinou, Michael C. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2008, 37 (02) :163-183
[9]   Spherical sliding isolation bearings with adaptive behavior: Experimental verification [J].
Fenz, Daniel M. ;
Constantinou, Michael C. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2008, 37 (02) :185-205
[10]   Modeling Triple Friction Pendulum Bearings for Response-History Analysis [J].
Fenz, Daniel M. ;
Constantinou, Michael C. .
EARTHQUAKE SPECTRA, 2008, 24 (04) :1011-1028