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contributor authorEdmondo DiPasquale
contributor authorJiann‐Wen Ju
contributor authorAttila Askar
contributor authorAhmet S. Çakmak
date accessioned2017-05-08T20:53:47Z
date available2017-05-08T20:53:47Z
date copyrightMay 1990
date issued1990
identifier other%28asce%290733-9445%281990%29116%3A5%281440%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30856
description abstractGlobal damage indices based on equivalent modal parameters are defined using the vibrational parameters of an equivalent linear structure. In continuum mechanics‐based damage models, effects of the growth and coalescence of microcracks are accounted for through the definition of an internal or local damage variable. Damage to engineering materials essentially results in a decrease of the free energy stored in the body with consequent degradation of the material stiffness. It is shown that parameter‐based global damage indices can be related to local damage variables through operations of averaging over the body volume. The relationship obtained is applied to the case of numerical simulations of damage events as well as to the case of actual structures tested on shaking tables. Some results are also presented, relating parameter‐based global damage indices to averages in space and time of local plastic strain.
publisherAmerican Society of Civil Engineers
titleRelation between Global Damage Indices and Local Stiffness Degradation
typeJournal Paper
journal volume116
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1990)116:5(1440)
treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 005
contenttypeFulltext


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