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contributor authorDuen Ho
contributor authorChi‐Ho Liu
date accessioned2017-05-08T20:53:24Z
date available2017-05-08T20:53:24Z
date copyrightJuly 1989
date issued1989
identifier other%28asce%290733-9445%281989%29115%3A7%281681%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30624
description abstractThermal loadings acting on highway bridges are treated as random variables. Values of such loadings for a 50‐year return period are determined based on an analysis of the statistics of extremes. A one‐dimensional heat‐flow model is assumed. Accuracy of the mathematical model is checked by comparison with field measurements. Evans's method, which is used to calculate the first four moments of a random function, is described. Emphasis is placed on the statistical aspect of the thermal loadings rather than on the numerical modeling of the heat‐flow problem.
publisherAmerican Society of Civil Engineers
titleExtreme Thermal Loadings in Highway Bridges
typeJournal Paper
journal volume115
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1989)115:7(1681)
treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 007
contenttypeFulltext


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