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contributor authorPeng Da-wen
contributor authorChen Chao-wei
contributor authorLin Zhi-ping
contributor authorLi Xiu-fang
date accessioned2017-05-08T22:04:59Z
date available2017-05-08T22:04:59Z
date copyrightJuly 2008
date issued2008
identifier otherjhtrcq%2E0000222.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70781
description abstractThe FEM of the jointless bridge were established with the program ANSYS considering the soil-structure interaction. The pattern of different loads influencing on the transverse load distribution of the middle section and the change of transverse load distribution factors along longitudinal direction were studied. Different transverse load distribution factors were compared with the simple beam bridge, and the influence of structure parameters was analyzed. The practical tables calculating transverse load distribution factors were provided and validated by the example. The researching results indicate that, transverse load distribution factors can be studied by the transverse distribution influence line of the deflection with the loading format of the single concentrated load adopted for jointless bridge, the transverse load distribution factors of the middle section can be adopted as the one of the all span, that the transverse load distribution factors of the side beam of the jointless bridge is less than the one of the simple beam bridge, but the factors of middle of two bridges are very closely, and the practical tables are correct for calculating transverse load distribution factors.
publisherAmerican Society of Civil Engineers
titleResearch on Transverse Load Distribution Factors for Jointless Bridges
typeJournal Paper
journal volume3
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000222
treeJournal of Highway and Transportation Research and Development (English Edition):;2008:;Volume ( 003 ):;issue: 001
contenttypeFulltext


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