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contributor authorHarry A. Cole
date accessioned2017-05-08T21:22:32Z
date available2017-05-08T21:22:32Z
date copyrightFebruary 2000
date issued2000
identifier other%28asce%291084-0680%282000%295%3A1%2827%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48978
description abstractThis paper presents a direct solution method for computing prestress loss in pretensioned concrete bridge girders caused by elastic shortening that occurs at transfer. This method yields the same results as those obtained using an iterative solution based on the method for computing elastic loss, Δ
publisherAmerican Society of Civil Engineers
titleDirect Solution for Elastic Prestress Loss in Pretensioned Concrete Girders
typeJournal Paper
journal volume5
journal issue1
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)1084-0680(2000)5:1(27)
treePractice Periodical on Structural Design and Construction:;2000:;Volume ( 005 ):;issue: 001
contenttypeFulltext


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