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contributor authorGeorge E. Blandford
date accessioned2017-05-08T20:56:36Z
date available2017-05-08T20:56:36Z
date copyrightFebruary 1997
date issued1997
identifier other%28asce%290733-9445%281997%29123%3A2%28122%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32650
description abstractTwo- and three-dimensional analyses for truss structures are reviewed with a particular focus on progressive failure. The review begins with a general discussion of truss structures followed by a presentation of the geometric nonlinear formulations for these structures. Member failure models and their implementation into truss analyses are discussed next; first elastic postbuckling member failure then member failure models including inelastic postbuckling response. This is followed by an overall discussion of quasi-static constitutive models, both analytical and empirical. A review of several papers on the dynamic analysis of truss structures for defining dynamic stability and dynamic progressive failure is presented next, concluding with a brief discussion on hysteretic material behavior. A very brief discussion of some stochastic or probabilistic investigations into truss response and behavior is also included. The paper concludes with a recommended strategy for determining both the static and dynamic progressive failure of truss structures.
publisherAmerican Society of Civil Engineers
titleReview of Progressive Failure Analyses for Truss Structures
typeJournal Paper
journal volume123
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1997)123:2(122)
treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002
contenttypeFulltext


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