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Closed-form solution for shear lag effects of steel-concrete composite box beams considering shear deformation and slip

✍ Scribed by Wang-bao Zhou 周旺保, Li-zhong Jiang 蒋丽忠, Zhi-jie Liu 刘志杰, Xiao-jie Liu 刘小洁


Book ID
118818285
Publisher
Central South University
Year
2012
Tongue
English
Weight
593 KB
Volume
19
Category
Article
ISSN
2095-2899

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A general procedure for the determination of the natural frequencies and buckling load for a set of beam system under compressive axial loading is investigated using Timoshenko and high-order shear deformation theory. It is assumed that the set beams of the system are simply supported and continuous