Show simple item record

contributor authorH. C. Fu
contributor authorS. F. Ng
contributor authorM. S. Cheung
date accessioned2017-05-08T20:53:35Z
date available2017-05-08T20:53:35Z
date copyrightDecember 1990
date issued1990
identifier other%28asce%290733-9445%281990%29116%3A12%283302%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30757
description abstractThis paper presents the analytical results obtained from a parametric study on the thermal behavior of three types of composite bridge structures subjected to solar radiation, namely, a plate‐girder, a single‐cell box, and a two‐cell box‐girder concrete‐steel composite bridge. A series of transient temperature distributions and the thermal stresses for a few selected temperature cases corresponding to a given geographic location and assumed environmental conditions are computed. The results of this study confirm that a steady‐state thermal condition never exists within a bridge structure, in that ambient air temperature and intensity of solar radiation are both time‐dependent. The effects of convection coefficient, slab overhang, and air temperature inside an enclosed box on the temperature distributions of the bridge deck are examined and discussed.
publisherAmerican Society of Civil Engineers
titleThermal Behavior of Composite Bridges
typeJournal Paper
journal volume116
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1990)116:12(3302)
treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record