Experimental and numerical investigations on the collapse behaviour of RC flat slab structures
Author:
Funder
National University of Civil Engineering
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-021-00371-2.pdf
Reference26 articles.
1. Choi, H., & Kim, J. (2011). Progressive collapse-resisting capacity of RC beam-column sub-assemblage. Magazine of Concrete Research, 63(4), 297–310. https://doi.org/10.1680/macr.9.00170
2. Dabiri, H., Kaviani, A., & Kheyroddin, A. (2020). Influence of reinforcement on the performance of non-seismically detailed RC beam-column joints. Journal of Building Engineering, 31, 101–333. https://doi.org/10.1016/j.jobe.2020.101333
3. Dabiri, H., Kheyroddin, A., & Kaviani, A. (2018). Numerical Study on the Seismic Response of RC Wide Column-Beam Joints. International Journal of Civil Engineering, 17(3), 377–395. https://doi.org/10.1007/s40999-018-0364-2
4. Dat, P. X., & Tan, K. H. (2013). Membrane actions of RC slabs in mitigating progressive collapse of building structures. Engineering Structures, 55, 107–115. https://doi.org/10.1016/j.engstruct.2011.08.039
5. Dat, P. X., & Tan, K. H. (2015). Experimental response of beam–slab substructures subject to penultimate-external column removal. Journal of Structural Engineering, ASCE. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001123
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