A comparative study of "missing mass" correction methods for response spectrum method of seismic analysis

被引:9
作者
Dhileep, M. [1 ]
Bose, P. R. [2 ]
机构
[1] Royal Univ Bhutan, Coll Sci & Technol, Dept Civil Engn, Rinchending, Phuentsholing, Bhutan
[2] Delhi Coll Engn, Dept Civil Engn, Delhi 42, India
关键词
Missing mass; Rigid frequency; Residual mode; Mode acceleration; Modal superposition;
D O I
10.1016/j.compstruc.2008.04.003
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The techniques that have been developed to account for the effect of "missing mass" contained in the uncalculated high frequency modes for the response spectrum method of seismic analysis, viz, static correction method, mode acceleration method and residual mode method are reviewed in detail. The rationale for using these methods is examined and the merits and demerits are discussed. The methods are compared, with the help of numerical examples by evaluating the response of structures for El Centro (1940) earthquake. "Missing mass" correction using residual mode method is found to be superior to other methods for the seismic analysis of structures using response spectrum method. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2087 / 2094
页数:8
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