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contributor authorSidney A. Guralnick
contributor authorLukito Gunawan
date accessioned2017-05-08T21:23:02Z
date available2017-05-08T21:23:02Z
date copyrightFebruary 2009
date issued2009
identifier other%28asce%291084-0680%282009%2914%3A1%2843%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49314
description abstractA new strength theory for the design of concrete members subjected to triaxial compression stress has been developed which is an extension of the traditional Mohr’s strength theory. This new theory explicitly relates the maximum principal stress,
publisherAmerican Society of Civil Engineers
titleDesign of Concrete Members Subjected to Triaxial Compression
typeJournal Paper
journal volume14
journal issue1
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)1084-0680(2009)14:1(43)
treePractice Periodical on Structural Design and Construction:;2009:;Volume ( 014 ):;issue: 001
contenttypeFulltext


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