Analysis on Dynamic Behavior of Simply Supported GFRP Tube Concrete-Encased Steel Members Under Lateral Impact Loads

Author:

Zhang Haixia,Chen Huan,Zhou Yuhang,Yang Fan

Publisher

Springer Nature Switzerland

Reference19 articles.

1. Sun, J.M., Yi, W.J., Chen, H., et al.: Dynamic responses of RC columns under axial load and lateral impact. J. Struct. Eng. 149(1), 04022210 (2023)

2. Liu, Y., Dong, A., Zhao, S., et al.: The effect of CFRP-shear strengthening on existing circular RC columns under impact loads. Constr. Build. Mater. 302, 124185 (2021)

3. Karimi, K., Tait, M.J., El-Dakhakhni, W.W.: Analytical modeling and axial load design of a novel FRP-encased steel–concrete composite column for various slenderness ratios. Eng. Struct. 46, 526–534 (2013)

4. Zhang, H.X., Ju, S.L., Wang, S.Q.: Experimental study on seismic performance of steel-encased concrete filled GFRP tubes pure bending member. J. Build. Struct. 42(S2), 348–357 (2021)

5. Zhang, H.X., He, L.Y., Cao, P.P.: Fiber winding angle influence analysis on mechanical behavior of steel-encased concrete filled FRP tubular column subjected to eccentric compression load. J. Build. Struct. 34(S1), 345–352 (2013)

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