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原文传递 Evaluation of ASCE 43-05 Seismic Design Criteria for Rocking Objects in Nuclear Facilities

题名：	Evaluation of ASCE 43-05 Seismic Design Criteria for Rocking Objects in Nuclear Facilities
其他题名：	ASCE.(2005)."Seismic design criteria for structures,systems and components in nuclear facilities."ASCE 43-05,Reston,VA.
正文语种：	英文
作者：	Amitabh Dar
关键词：	Uplift;Rocking;Overturning;Nuclear facilities;Nuclear power plants;Nonstructural components;ASCE/SEI 43-05;FEMA P-58-1;Seismic effects
摘要：	The seismic interaction of unanchored objects with a seismically qualified system or component in a nuclear power plant (NPP) can be detrimental to nuclear safety. In order to assess the seismic risk, an accurate quantification of the seismic response of unanchored components, such as spent-fuel dry storage casks, portable standby generators, electrical transformers, unreinforced masonry radiation shielding walls, etc., is required. The rocking response and toppling vulnerability of unanchored objects is not covered in nuclear standards, guidelines, and reports, except for an approximate method provided in ASCE/SEI 43-05 to estimate the maximum rocking angle in lieu of nonlinear time history analysis. In this study, the approximate method adopted by ASCE/SEI 43-05 is evaluated, first qualitatively and subsequently by comparing its predictions against results from a series of nonlinear time history analyses (NLTHA). The study concludes that the ASCE/SEI 43-05 method (which has also been adopted in FEMA P-58-1 and is expected to be adopted in the new revision of ASCE 4) provides highly unreliable, and in many cases unconservative, estimates of peak rocking rotation for a wide range of block geometries, under various levels of excitation. Because a reliable simplified method for estimating rocking rotations is not currently available, the paper recommends that rotation demands be obtained from nonlinear dynamic analysis.
出版年：	2016
论文唯一标识：	P-26Y2016V142N11025
英文栏目名称：	TECHNICAL PAPERS
doi：	10.1061/(ASCE)ST.1943-541X.0001581
期刊名称：	Journal of Structural Engineering
拼音刊名(出版物代码)：	P-26
卷：	142
期：	11
页码：	278-290