Seismic response of triple friction pendulum bearing under multi hazard level excitations

Mazhar A. Dhankot; Devesh P. Soni

doi:10.1504/ijstructe.2016.079288

Seismic response of triple friction pendulum bearing under multi hazard level excitations

International Journal of Structural Engineering ◽

10.1504/ijstructe.2016.079288 ◽

2016 ◽

Vol 7 (4) ◽

pp. 412 ◽

Cited By ~ 4

Author(s):

Mazhar A. Dhankot ◽

Devesh P. Soni

Keyword(s):

Seismic Response ◽

Hazard Level ◽

Friction Pendulum

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Influence of the bilateral coupled effect of the bearing on the seismic response of the structure isolated by friction pendulum system

2010 International Conference on Mechanic Automation and Control Engineering ◽

10.1109/mace.2010.5535307 ◽

2010 ◽

Author(s):

Wang Jian-qiang ◽

Zhao Jun ◽

Ding Yong-gang

Keyword(s):

Seismic Response ◽

Pendulum System ◽

Coupled Effect ◽

Friction Pendulum ◽

Friction Pendulum System

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Seismic response of underground stations with friction pendulum bearings under horizontal and vertical ground motions

Soil Dynamics and Earthquake Engineering ◽

10.1016/j.soildyn.2021.106984 ◽

2021 ◽

Vol 151 ◽

pp. 106984

Author(s):

Zhiyi Chen ◽

Peng Jia

Keyword(s):

Seismic Response ◽

Ground Motions ◽

Vertical Ground Motions ◽

Vertical Ground ◽

Friction Pendulum

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Influence of modeling assumptions and aftershock hazard level in the seismic response of post-mainshock steel framed buildings

Engineering Structures ◽

10.1016/j.engstruct.2017.02.074 ◽

2017 ◽

Vol 140 ◽

pp. 437-446 ◽

Cited By ~ 13

Author(s):

Jorge Ruiz-García ◽

Julio D. Aguilar

Keyword(s):

Seismic Response ◽

Hazard Level ◽

Aftershock Hazard

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EFFECTS OF AXIAL FORCE VARIATION IN THE SEISMIC RESPONSE OF BRIDGES ISOLATED WITH FRICTION PENDULUM SYSTEMS

Journal of Earthquake Engineering ◽

10.1080/13632460409350525 ◽

2004 ◽

Vol 8 (sup001) ◽

pp. 187-224 ◽

Cited By ~ 14

Author(s):

G. M. CALVI ◽

P. CERESA ◽

C. CASAROTTI ◽

D. BOLOGNINI ◽

F. AURICCHIO

Keyword(s):

Seismic Response ◽

Axial Force ◽

Force Variation ◽

Friction Pendulum

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Analysis on Seismic Response of Base-Isolated Structures with Friction Pendulum System under Bilateral Ground Motions

Earth & Space 2008 ◽

10.1061/40988(323)201 ◽

2008 ◽

Author(s):

Jianqiang Wang ◽

Dawang Li

Keyword(s):

Seismic Response ◽

Ground Motions ◽

Pendulum System ◽

Isolated Structures ◽

Friction Pendulum ◽

Friction Pendulum System

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Seismic response analysis of bridges isolated with friction pendulum bearings

Earthquake Engineering & Structural Dynamics ◽

10.1002/(sici)1096-9845(199810)27:10<1069::aid-eqe770>3.0.co;2-s ◽

1998 ◽

Vol 27 (10) ◽

pp. 1069-1093 ◽

Cited By ~ 66

Author(s):

Yen-Po Wang ◽

Lap-Loi Chung ◽

Wei-Hsin Liao

Keyword(s):

Seismic Response ◽

Response Analysis ◽

Seismic Response Analysis ◽

Friction Pendulum

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Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior

Engineering Structures ◽

10.1016/j.engstruct.2007.02.009 ◽

2007 ◽

Vol 29 (11) ◽

pp. 3082-3093 ◽

Cited By ~ 49

Author(s):

Young-Suk Kim ◽

Chung-Bang Yun

Keyword(s):

Seismic Response ◽

Response Characteristics ◽

Linear Behavior ◽

Friction Pendulum

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Seismic Response of Structure Isolated with Quintuple Friction Pendulum Bearing Under Directivity Focusing Earthquakes

Lecture Notes in Civil Engineering - Advances in Computer Methods and Geomechanics ◽

10.1007/978-981-15-0886-8_51 ◽

2020 ◽

pp. 629-637

Author(s):

Ankit Sodha ◽

Sandeep Vasanwala ◽

Devesh Soni

Keyword(s):

Seismic Response ◽

Friction Pendulum

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Seismic response mitigation of structures with a friction pendulum inerter system

Engineering Structures ◽

10.1016/j.engstruct.2019.05.024 ◽

2019 ◽

Vol 193 ◽

pp. 110-120 ◽

Cited By ~ 21

Author(s):

Zhipeng Zhao ◽

Ruifu Zhang ◽

Yiyao Jiang ◽

Chao Pan

Keyword(s):

Seismic Response ◽

Friction Pendulum

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Seismic Response of Bridge Isolated with Friction Pendulum Systems

Applied Mechanics and Materials ◽

10.4028/www.scientific.net/amm.256-259.2122 ◽

2012 ◽

Vol 256-259 ◽

pp. 2122-2126

Author(s):

Chang Feng Wang ◽

Chun Lin Zhu

Keyword(s):

Seismic Response ◽

Time History ◽

Nonlinear Time History Analysis ◽

Restoring Force ◽

Simply Supported ◽

Long Span ◽

Steel Truss ◽

Reduction Effect ◽

Nonlinear Time History ◽

Friction Pendulum

Friction pendulum systems are sliding bearing that make use of a spherical concave surface to provide a restoring force and friction force to dissipate earthquakes energy. Seismic response reduction effect of some tall pier and long span simply-supported steel truss girders with FPS is researched by using nonlinear time history analysis method. The results show that seismic response reduction effect is evident for the moment at the bottom of pier and displacement at the top of pier for the tall pier and long span simply-supported steel truss girders.

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