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contributor authorJian-Hua Yin
date accessioned2017-05-08T22:39:20Z
date available2017-05-08T22:39:20Z
date copyrightAugust 2000
date issued2000
identifier other%28asce%290733-9399%282000%29126%3A8%28868%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85246
description abstractThis paper suggests a method for obtaining closed-form solutions for a reinforced Timoshenko beam on an elastic foundation subjected to any pressure loading. A particular solution is obtained for uniform pressure loading at any location of the beam. This solution can be used to calculate settlement, rotation, tension, bending moment, and shear force of the beam. A parametric study is carried out to investigate the effects of geosynthetic shear stiffness and tension modulus and the location of the pressure loading. Results are presented and discussed.
publisherAmerican Society of Civil Engineers
titleClosed-Form Solution for Reinforced Timoshenko Beam on Elastic Foundation
typeJournal Paper
journal volume126
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2000)126:8(868)
treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 008
contenttypeFulltext


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