Examining the changes in the dimensions of the structure and its effect on the compressive zone and resistance functions against progressive collapse
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)
Link
https://link.springer.com/content/pdf/10.1007/s41062-023-01151-4.pdf
Reference15 articles.
1. Liu C, Fung TC, Tan KH (2016) Dynamic performance of flush end-plate beam-column connections and design applications in progressive collapse. J Struct Eng 142(1):04015074
2. Valipour H, Nima V, Foster SJ, Samali B (2015) Influence of concrete compressive strength on the arching behaviour of reinforced concrete beam assemblages. Adv Struct Eng 18(8):1199–1214
3. Li Yi, Xinzheng Lu, Guan H, Ren P (2016) Numerical investigation of progressive collapse resistance of reinforced concrete frames subject to column removals from different stories. Adv Struct Eng 19(2):314–326
4. Almusallam T, Al-Salloum Y, Elsanadedy H, Tuan N, Mendis P, Abbas H (2020) Development limitations of compressive arch and catenary actions in reinforced concrete special moment resisting frames under column-loss scenarios. Struct Infrastruct Eng 16:1–19
5. Qiu L, Lin F, Wu K (2020) Improving progressive collapse resistance of RC beam–column subassemblages using external steel cables. J Perform Constr Facil 34(1):04019079
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