共查询到20条相似文献，搜索用时 750 毫秒
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Y. W. Chang 《地震工程与结构动力学》1995,24(9):1283-1284
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W. K. Tso 《地震工程与结构动力学》1994,23(6):687-689
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Y. W. Chang 《地震工程与结构动力学》1994,23(7):799-800
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The authors have presented the results of inelastic earthquake response analysis of a class of asymmetric building models and concluded that regularly asymmetric buildings excited well into the inelastic range may not be conservatively designed via modal analysis of their elastic models. The purpose of this short communication is to refer to the results in contrast to the authors' and to make some comments on their paper. 相似文献
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J. W. Deardorff 《地球物理与天体物理流体动力学》2013,107(1):293-295
AbstractIn comparing their laboratory findings with those of other investigators, the authors incorrectly ascribed an eddy coefficient and mixing length too large by a factor of 2.2 to the results from a numerical model. An explanation is offered for the apparently small magnitude of dimensionless velocity deficit from the laboratory study. 相似文献