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contributor authorV. N. Shah
contributor authorA. N. Nahavandi
contributor authorG. J. Bohm
date accessioned2017-05-08T23:07:32Z
date available2017-05-08T23:07:32Z
date copyrightMay, 1979
date issued1979
identifier issn0094-9930
identifier otherJPVTAS-28173#134_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92584
description abstractA modal superposition method for analyzing nonlinear structural dynamic problems involving impact between components is developed and evaluated. The finite-element method is used to express the equations of motion with nonlinearities represented by pseudo force vector. Three test problems are solved to verify this method. This has demonstrated the applicability of this method to seismic analysis of large, complex structural systems. It is concluded that the modal superposition method has a significant cost advantage over the direct integration method for problems with large wave fronts and the source of nonlinearities restricted to a limited portion of the structure.
publisherThe American Society of Mechanical Engineers (ASME)
titleModal Superposition Method for Computationally Economical Nonlinear Structural Analysis
typeJournal Paper
journal volume101
journal issue2
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.3454612
journal fristpage134
journal lastpage141
identifier eissn1528-8978
keywordsForce
keywordsStructural analysis
keywordsWaves
keywordsEquations of motion
keywordsFinite element methods
keywordsStructural dynamics AND Seismic analysis
treeJournal of Pressure Vessel Technology:;1979:;volume( 101 ):;issue: 002
contenttypeFulltext


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