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contributor authorPramod N. Godbole
contributor authorPrem Krishna
contributor authorJogendra K. Jain
date accessioned2017-05-08T20:51:12Z
date available2017-05-08T20:51:12Z
date copyrightMay 1984
date issued1984
identifier other%28asce%290733-9445%281984%29110%3A5%281099%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29302
description abstractA formulation for analytical study of cable roof systems is presented wherein the flexibility of supports bounding the roofs is accounted for. The analytical work is based on the finite element method and accounts for nonlinearity of the cable assembly using the Newton‐Raphson method. The supporting structure is, however, treated as being linear. Using this approach, examples of bicycle wheel type cable roofs are analyzed and the results compared with those obtained on a laboratory model as well as on a prototype. A parametric study of the laboratory model is also made.
publisherAmerican Society of Civil Engineers
titleBoundary Effects in Suspended Cable Roofs
typeJournal Paper
journal volume110
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1984)110:5(1099)
treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 005
contenttypeFulltext


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