首页 | 本学科首页   官方微博 | 高级检索  
     


New insights into seismic behavior of building and surrounding soil at Hamaoka nuclear power station during Suruga Bay earthquake in 2009
Affiliation:1. Nuclear Power Department, Kajima Corporation, Tokyo 107-8348, Japan;2. Department of Architecture and Architectural Engineering, Kyoto University, Kyoto 615-8540, Japan;1. Lote Consulting Pty Ltd, Suite 511, 118 Church St, Parramatta, NSW 2150, Australia;2. Centre for Frontier Energy Technologies, The University of Newcastle, Callaghan, NSW 2308, Australia;1. College of Materials Science and Engineering, Beijing University of Technology, Beijing 100124, PR China;2. China Institute of Atomic Energy, Beijing 102413, PR China;3. College of Metallurgy and Energy, North China University of Science and Technology, Tangshan 063210, PR China;4. School of Aeronautics and Astronautics, Central South University, Changsha 410073, PR China;1. Department of Advanced Materials and Chemical Engineering, Catholic University of Daegu, Gyeongbuk 38430, Republic of Korea;2. Research and Development Center, BNTM Co., Gyeongsangbuk-do 39850, Republic of Korea
Abstract:
Keywords:Large acceleration  Nuclear power plant station  Soil–structure interaction  Surface soil amplification  Local vibration mode  Rocking mode of foundation  Non-stationary Fourier spectra  Ricker wavelet
本文献已被 ScienceDirect 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号