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http://dx.doi.org/10.5762/KAIS.2014.15.1.488

A Study on Complement of the Design and Analysis Procedures of Friction Pendulum System  

Kim, Hyun-Uk (Central Research Institute of KHNP)
Joo, Kwang-Ho (Central Research Institute of KHNP)
Noh, Sang-Hoon (Central Research Institute of KHNP)
Song, Jong-Keol (Department of Civil Engineering, Kangwon National University)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.15, no.1, 2014 , pp. 488-494 More about this Journal
Abstract
Although friction pendulum system has various advantages it is difficult to estimate the behavior because of velocity, bearing pressure, and temperature dependent characteristics of coefficient of friction. This research focuses on evaluating the conservatism of each method used and the effects of bearing pressure on the behavior of the system by conducting comprehensive examination on design and analytic procedure of friction pendulum system, as is proposed in standard, code and literature. In addition, this study provides comparative analysis on general behavior characteristics of friction pendulum system by comparing the result with that of the analysis on lead rubber bearing which possesses the same dynamic properties.
Keywords
Coefficient of Friction; Friction Pendulum System; Nonlinear Analysis; Seismic Isolation;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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1 Jinkoo Kim, Seismic Isolation and Control of Building Structure, pp. 85-89, Architecture Institute of Korea, v.48 n.8, Aug, 2004
2 Federal Emergency Management Agency, NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings(FEMA 274) Ch. 9. Seismic Isolation and Energy Dissipation, 9-1-9-60, Oct, 1997
3 Farzad Naeim, James M. Kelly, Design of Seismic Isolated Structures, pp. 1-117, John Wiley & Sons, 1999. DOI: http://dx.doi.org/10.1002/9780470172742   DOI
4 Ronald L. Mayes, Fazard Naeim, The Seismic Design Handbook 2nd Edition Ch.14 Design of Structures with Seismic Isolation, pp. 725-755, Kluwer Academic Publishers, 2001
5 Daekon Kim, Woobyum Kim, Yongpyo Suh, Deasik Moon, Jongyup Kim, "Seismic Performance Evaluation for MCR of Nuclear Power Plant Isolated by FPS", Proceedings of EESK Conference, Earthquake Engineering Society of Korea, 453-460, 2003
6 Kyungjin Lee, Kapsun Kim, Yongpyo Suh, "Dynamic Property Evaluation of Friction Pendulum Isolation Bearing", Proceedings of EESK Conference, Earthquake Engineering Society of Korea, 465-472, 2003
7 Constantinou, M. C., Whittaker, A. S., Kalpakidis, Y., Fenz, D. M., Warn, G. P., Performance of Seismic Isolation Hardware under Service and Seismic Loading, MCEER-07-0012, Multidisciplinary Center for Earthquake Engineering Research, State Univ. of New York, Buffalo, NY., 2007
8 American Association of State Highway and Transportation Officials, Guide Specification for Seismic Isolation Design, AASHTO, Washington, D.C., 2010
9 American Society of Civil Engineers, ASCE 7-10; Minimum Design Loads for Buildings and other Structures, ASCE, Reston, 2010
10 American Society of Civil Engineers, ASCE 4-98; Seismic Analysis of Safety-Related Nuclear Structures and Commentary, ASCE, 1999 DOI: http://dx.doi.org/10.1061/9780784404331   DOI
11 Hyunuk Kim, Kwangho Joo, Sanghoon Noh, Changgyun Jung, "Behavior Analysis of a Seismically Isolated NPP Structure by Varying Seismic Input Generation Method and Strong Ground Motion Duration" Journal of the Earthquake Engineering Society of Korea, 29-36, v.17(4), July, 2013 DOI: http://dx.doi.org/10.5000/EESK.2013.17.4.187
12 US NRC, Regulatory Guide 1.60 - Design Response Spectra for Seismic Design of Nuclear Power Plants, 1973
13 Hyunuk Kim, "Evaluation of the Applicability of Existing Design Formula for Seismic Isolation to Nuclear Power Plants", Journal of the Earthquake Engineering Society of Korea, v.16(6), Dec, 2012 DOI: http://dx.doi.org/10.5000/EESK.2012.16.6.029   과학기술학회마을   DOI   ScienceOn