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contributor authorGary Gang Wang
contributor authorCheng-Tzu Thomas Hsu
date accessioned2017-05-08T22:38:42Z
date available2017-05-08T22:38:42Z
date copyrightJuly 1998
date issued1998
identifier other%28asce%290733-9399%281998%29124%3A7%28803%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84831
description abstractA numerical method is developed for the determination of complete load-deformation relationships for slender reinforced concrete tied columns with arbitrary cross sections under combined biaxial flexure and axial load. Improvement of computer time and accuracy has been demonstrated, obviously due to the application of cubic B-spline function and introduction of
publisherAmerican Society of Civil Engineers
titleNonlinear Analysis of Reinforced Concrete Columns by Cubic-Spline Function
typeJournal Paper
journal volume124
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1998)124:7(803)
treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 007
contenttypeFulltext


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