Effect of semi-rigid beam-column connection on structural behavior of steel frames

Author:

Al-Sherif Raghdah H.,Ismael Murtada A.

Publisher

AIP Publishing

Reference15 articles.

1. J. A. Khalifa, “Design optimization of semi rigid steel framed structures to AISC-LRFD using Harmony search algorithm,” M.Sc. Thesis, The Islamic University of Gaza, Gaza, Palestine, 2011.

2. A. U. Öztürk, and M. Seçer, An Investigation for Semi-Rigid Frames by Different Connection Models (Mathematical and Computational Applications, 2005), pp. 35–44.

3. W. Xinwu, “Nonlinear finite element analysis on the steel frame with semi-rigid connections,” in WSEAS International Conference-2008, Mathematics and Computers in Science and Engineering Proceedings 7, World Scientific and Engineering Academy and Society.

4. U. V. Dave, and G. M. Savaliya, “Analysis and design of semi-rigid steel frames,” in Structures Congress-2010, (pp. 3240–3251).

5. A. S. Bahaz, Amara, Jean-Pierre Jaspart, and Jean-François Demonceau, “Analysis of the behaviour of semi rigid steel end plate connections,” in MATEC Web of Conferences-2018, EDP Sciences 149, p. 02058.

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