Improved Analytical Method to Investigate the Dynamic Characteristics of Composite Box Beam with Corrugated Webs

Author:

Feng Yulin,Jiang Lizhong,Zhou WangbaoORCID

Funder

the National Natural Science Foundations of China

Support Program for Longyuan Youth and Fundamental Research Funds for the Universities of Gansu Province

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference35 articles.

1. Chen, X., Li, Z., Au, F., & Jiang, R. (2017). Flexural vibration of prestressed concrete bridges with corrugated steel webs. International Journal of Structural Stability and Dynamics,17(02), 1750023.

2. Chen, S., Tian, Z., & Gui, S. (2016). Shear lag effect of a single-box multi-cell girder with corrugated steel webs. Journal of Highway and Transportation Research and Development,10(1), 33–40.

3. Chen, S., & Wang, X. (2012). Finite element analysis of distortional lateral buckling of continuous composite beams with transverse web stiffeners. Advances in Structural Engineering,15(9), 1607–1616.

4. Cheng, J., & Yao, H. (2016). Simplified method for predicting the deflections of composite box girders. Engineering Structures,128, 256–264.

5. Deng, Z., Hu, Q., Zeng, J., Xiang, P., & Xu, C. (2017). Structural performance of steel-truss-reinforced composite joints under cyclic loading. Proceedings of the Institution of Civil Engineers-Structures and Buildings,171, 1–19.

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