Behaviour of Plate Girder Designed Using Tension Field Theory Under Lateral Cyclic Loading

Author:

Natesh Priya S.,Baskar K.

Publisher

Springer International Publishing

Reference18 articles.

1. Alinia, M.M., Hakiba, M.S., Habashi, H.R.: Shear failure characteristics of steel plate girders. Thin-Walled Struct. 47, 1498–1506 (2009)

2. Baskar, K., Shanmugam, N.E., Thevendran, V.: Finite element analysis of steel-concrete composite plate girder. J. Struct. Eng. 132(1580–1589), 2002 (2002)

3. Marsh, C., Ajam, W., Ha, H.-K.: Finite element analysis of post buckled shear webs. J. Struct. Eng. 114, 7–18 (1988)

4. Kuranishi, S.: On the tension field action and collapse mechanism of a panel under shear, structural engineering/ earthquake engineering. Japan Soc. Civil Eng. 5, 183–193 (1988)

5. Hana, L.-H., Wanga, W.-D., Taoc, Z.: Performance of circular CFST column to steel beam frames under lateral cyclic loading. J. Constr. Steel Res. 67, 876–890 (2011)

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