Show simple item record

contributor authorMamdouh M. Elbadry
contributor authorAmin Ghali
date accessioned2017-05-08T20:50:21Z
date available2017-05-08T20:50:21Z
date copyrightOctober 1983
date issued1983
identifier other%28asce%290733-9445%281983%29109%3A10%282355%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28827
description abstractNonlinear temperature variation over the cross section of a simplysupported bridge produces longitudinal stresses (eigenstresses). In a continuous bridge, additional continuity stresses develop. Parametric studies are conducted in order to find the effects of various parameters on the eigen and continuity stresses. A method is presented and reference is made to a computer program to predict the temperature distribution over bridge cross sections from data related to the geometry, location, orientation, material and climatological conditions.
publisherAmerican Society of Civil Engineers
titleTemperature Variations in Concrete Bridges
typeJournal Paper
journal volume109
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1983)109:10(2355)
treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record