Finite Element Modeling of Steel-concrete Composite Beams with Different Shear Connection Degrees
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s13296-020-00444-z.pdf
Reference41 articles.
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3. Bazzaz, M., Andalib, Z., Kheyroddin, A., & Kafi, M. A. (2015). Numerical comparison of the seismic performance of steel rings in off-centre bracing system and diagonal bracing system. Steel and Composite Structures, 19(4), 917–937.
4. Bazzaz, M., Kafi, M. A., Kheyroddin, A., Andalib, Z., & Esmaeili, H. (2014). Evaluating the seismic performance of off-centre bracing system with circular element in optimum place. International Journal of Steel Structures, 14(2), 293–304.
5. Chen, W., Wu, Y., & Xu, R. (2007). State space formulation for composite beam-columns with partial interaction. Composites Science and Technology, 67(11–12), 2500–2512.
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