Application of friction pendulum system to the main control room of a nuclear power plant

Author:

Kim Woo Bum12,Lee Kangmin12,Kim Gil Hee12

Affiliation:

1. Department of Architectural Engineering, Kongju National University, 182 Shinkwan-dong, Kongju, Chungnam 314-701, Korea.

2. Department of Architectural Engineering, Chungnam National University, 220 Gung-dong, Yuseong-gu, Daejeon 305-764, Korea.

Abstract

An experimental and analytical study was performed to determine if the friction pendulum system (FPS) could be applied to the main control room (MCR) of a nuclear power plant as a seismic isolation device. A friction pendulum bearing was fabricated, and the dynamic performance of that bearing was evaluated. A partial model of the MCR with FPS was tested on a shaking table. The model consisted of a cabinet, an access floor, and four friction pendulum bearings. An artificial time history based on the MCR floor response spectrum was used as an earthquake input signal for the test. Analytical and experimental results were compared to verifiy their correlation and to enable the experimental study to cover a range of parametersnot previously studied in other similar experiments. Through these comparisons, it was affirmed that the proposed FPS seismic isolation system can be applied, with high reliability, to the MCR of a nuclear power plant.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference6 articles.

1. Constantinou, P., and Kim, Y.S. 1993. Experimental and analytical study of a friction pendulum system. NCEER-93–0020. National Center for Earthquake Engineering, State University of New York, Buffalo, NY.

2. Korea Electric Power Research Institute. 2004. Investigation of alternatives for reducing Seismic response at the main control room of a nuclear power plant. Interim Report for the Second Year. Ministry of Commerce, Industry and Energy, Korea.

3. Mokha, A., and Reinhorn, A.M. 1990. Experimental study and analytical prediction of earthquake response of a sliding isolation system with a spherical surface. NCEER-90–0020. National Center for Earthquake Engineering, State University of New York, Buffalo, NY.

4. RRESPEC. 1999. Response Spectra, version 1.99.13 [computer program]. A21192T–1013. Instron-Schenck Testing System Ltd. Leuven, Belgium.

5. USNRC. 1993. Design response spectra for seismic design of nuclear power plant. Regulatory Guide 1.60. United States Nuclear Regulatory Commission, Washington, D.C.

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3