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contributor authorAbhinav Gupta
contributor authorAjaya K. Gupta
date accessioned2017-05-08T20:57:05Z
date available2017-05-08T20:57:05Z
date copyrightMay 1998
date issued1998
identifier other%28asce%290733-9445%281998%29124%3A5%28496%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32970
description abstractThis is the second paper of two papers that describe the procedures to include the effect of uncalculated high frequency modes in coupled modal synthesis. Because the residual modal vectors of a multiply supported secondary system cannot be included directly in a coupled modal synthesis, formulations are developed to calculate the residual response due to “missing mass” contained in the uncalculated high frequency rigid modes and combine it with the response due to nonrigid modes. A criterion is developed to determine a rigid (cut-off) frequency for the uncoupled secondary system modes and estimate the upper bound of error in the secondary system residual response.
publisherAmerican Society of Civil Engineers
titleMissing Mass Effect in Coupled Analysis. II: Residual Response
typeJournal Paper
journal volume124
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1998)124:5(496)
treeJournal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 005
contenttypeFulltext


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