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contributor authorBaidar Bakht
date accessioned2017-05-08T20:50:46Z
date available2017-05-08T20:50:46Z
date copyrightAugust 1983
date issued1983
identifier other%28asce%290733-9445%281983%29109%3A8%281761%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29049
description abstractBecause of large variations in the longitudinal modulus of elasticity of wood it is almost impossible to determine actual values of dead and live load moments and shears in a timber bridge. An approach is presented to calculate the mean values of moments and shears and their coefficients of variation.
publisherAmerican Society of Civil Engineers
titleStatistical Analysis of Timber Bridges
typeJournal Paper
journal volume109
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1983)109:8(1761)
treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 008
contenttypeFulltext


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