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contributor authorSam Fragomeni
contributor authorPriyan A. Mendis
date accessioned2017-05-08T20:56:44Z
date available2017-05-08T20:56:44Z
date copyrightMay 1997
date issued1997
identifier other%28asce%290733-9445%281997%29123%3A5%28680%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32747
description abstractA computer program has been produced to study numerically the instability of normaland high-strength reinforced concrete walls. This method of analysis requires the calculation of moment-curvature values, which are then used to accurately predict the maximum axial load a wall section can carry before failure occurs. The computer program is used to analyze a standard 150 mm-thick wall section to illustrate its advantages over simplified code methods. In particular, the computer program is used to investigate the effect of high-strength concrete on the load capacity of a wall section.
publisherAmerican Society of Civil Engineers
titleInstability Analysis of Normal- and High-Strength Reinforced-Concrete Walls
typeJournal Paper
journal volume123
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1997)123:5(680)
treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 005
contenttypeFulltext


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