Numerical Simulation of Axial Anchorage Capacity of Concrete-Filled Steel Box Footing

Author:

Bashir Muhammad Aun,Furuuchi Hitoshi,Ueda Tamon,Nauman Bashir M.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference11 articles.

1. Bashir MA, Furuuchi H, Ueda T (2008) Parametric analysis of concrete filled steel box connection by using 3D finite element analysis. J Struct Eng JSCE 54A:815–824

2. Bashir MA, Nakayama K, Furuuchi H, Ueda T (2010) Numerical simulation of ultimate capacity of steel Pile anchorage In concrete-filled steel box connection. Proc JCI 32(2):1219–1224

3. Bashir MA, Furuuchi H, Ueda T (2013) Prediction of ultimate moment anchorage capacity of concrete filled steel box footing. Steel Compos Struct Techno Press 15(6):645–658

4. Emoto K, Furuuchi H, Ueda T (2006) Analytical study on connection of rigid-frame bridge. Proc JCI 28(2):1339–1344

5. Inomata Y et al (2005) Static and fatigue bonding behavior between steel and concrete subjected to bearing. In: Proceedings of the 6th symposium on research and application of hybrid structures (CD-ROM), JSCE, Nov (19-1)–(19-8) (in Japanese)

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