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contributor authorSalah Benabdallah
contributor authorJulio A. Ramirez
contributor authorRobert H. Lee
date accessioned2017-05-08T21:12:13Z
date available2017-05-08T21:12:13Z
date copyrightJuly 1989
date issued1989
identifier other%28asce%290887-3801%281989%293%3A3%28285%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42642
description abstractThe main objective of this paper is to extend and simplify the use of truss models in the design of reinforced concrete members for flexure and shear by means of user‐friendly, interactive computer graphics. An interactive computer‐graphics program, which replaces the traditional drawing board and calculator in the development of truss models for reinforced concrete members, is presented. The interactive program allows the designer to input the selected truss model graphically, then analyze it, display the results and revise the truss model if necessary. The interaction between the graphics and analysis tools was found to be the most efficient method to transfer the truss parameters to the analysis routines. The features of the truss‐model program are demonstrated with the design example of an inverted‐T bent cap in a bridge structure.
publisherAmerican Society of Civil Engineers
titleComputer Graphics in Truss‐Model Design Approach
typeJournal Paper
journal volume3
journal issue3
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)0887-3801(1989)3:3(285)
treeJournal of Computing in Civil Engineering:;1989:;Volume ( 003 ):;issue: 003
contenttypeFulltext


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