Open Access
Issue
E3S Web Conf.
Volume 670, 2025
2nd International Conference on the Agro-Environmental Nexus: Land, Water & Energy for Sustainable Development (IC-AEN 2025)
Article Number 05005
Number of page(s) 7
Section Climate Risk Adaptation and Nature-Based Solutions in Rural Landscapes
DOI https://doi.org/10.1051/e3sconf/202567005005
Published online 01 December 2025
  1. V. I. Kolchunov, N. O. Prasolov, L. V. Kozharinova, Experimental and theoretical investigations of the robustness of reinforced concrete frames under stability failure of a structural element, Vestn. MGSU 3-2, 109-115 (2011). [Google Scholar]
  2. N. N. Trekin, E. N. Kodysh, Special Limit Condition of Reinforced Concrete Structures and Its Normalization, Promyshlennoe i Grazhdanskoe Stroit. 5, 4-9 (2020). [Google Scholar]
  3. G. A. Geniyev, O Dinamicheskih Effektah V Sterzhnevyh Sistemah Iz Fizicheski Nelinejnyh Hrupkih Materialov, Promyshlennoye i grazhdanskoye Stroit. 9, 23-24 (1999). [Google Scholar]
  4. R. Roos, G. Kress, F. Ermanni, A post-processing method for interlaminar normal stresses in doubly curved laminates, J. Comp. Struct. 81, 463 (2007). [CrossRef] [Google Scholar]
  5. G. Alfano, M. Crisfield, A Finite Element Interface Models for the Delamination Analysis of Laminated Composites: Mechanical and Computational Issues, Int. J. Num. Meth. Eng. 50, 1701 (2001). [CrossRef] [Google Scholar]
  6. J. M. Adam et al., Research and practice on progressive collapse and robustness of building structures in the 21st century, Eng. Struct. Elsevier 173, 122-149 (2018). [CrossRef] [Google Scholar]
  7. X.-H.-C. Hexxx, W.-J. Yixxx and X.-X. Yuan, A non-iterative progressive collapse design method for RC structures based on virtual thermal pushdown analysis, Eng. Struct. 189, 484-496 (2019). [CrossRef] [Google Scholar]
  8. UFC. UFC 4-023-03. Design of Buildings to Resist Progressive Collapse. Des. Build. To Resist Progress. Collapse. 2016. November, pp. 34-37. [Google Scholar]
  9. B. Abdelwahed, Beam-Column Joints Reinforcement Detailing Adequacy in Case of a Corner Column Loss-Numerical Analysis, Lat. Am. J. Solids Struct. 16(7), 1-13 (2019). [CrossRef] [Google Scholar]
  10. J. Weng, C. K. Lee, K. H. Tan, Simplified Dynamic Assessment for Reinforced-Concrete Structures Subject to Column Removal Scenarios, J. Struct. Eng. 146, 04020278 (2020). [CrossRef] [Google Scholar]

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