Prediction for Effective Flange Width of Steel–Concrete Composite Beam with TALHGs
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-021-06427-4.pdf
Reference28 articles.
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2. Amadio, C.; Bedon, C.; Fasan, M.; Pecce, M.R.: Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads. Eng. Struct. (2017). https://doi.org/10.1016/j.engstruct.2017.02.037
3. Amadio, C.; Bedon, C.; Fasan, M.: Numerical assessment of slab-interaction effects on the behaviour of steel-concrete composite joints. J. Constr. Steel Res. (2017). https://doi.org/10.1016/j.jcsr.2017.10.003
4. Elamary, A.; Ahmed, M.M.; Mohmoud, A.M.: Flexural behaviour and capacity of reinforced concrete–steel composite beams with corrugated web and top steel flange. Eng. Struct. (2017). https://doi.org/10.1016/j.engstruct.2017.01.002
5. Xing, Y.; Han, Q.; Xu, J.; Guo, Q.; Wang, Y.: Experimental and numerical study on static behavior of elastic concrete-steel composite beams. J. Constr. Steel Res. (2016). https://doi.org/10.1016/j.jcsr.2016.04.023
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