Chapter
May 1, 2023

Tests on a Full-Scale Precast Building for Robustness Assessment

Publication: Structures Congress 2023

ABSTRACT

As modern society faces unprecedented challenges related to climate stability and conflict, the need to design more sustainable and resilient buildings is undeniable. Several studies show that building with precast concrete components can result in significant advantages with respect to sustainability. However, the fact that such structures exhibit clear lines of weakness at the joints between elements can make them more vulnerable to progressive collapse. Although this can be overcome by adequate detailing of connections, there exist several uncertain factors which may affect the interaction between different precast elements and the global behaviour of such structural systems. This means that experimental testing is usually required for safe development of adequate solutions. Despite this fact, there have been very few studies on the robustness of precast concrete structures when compared to research on cast-in-place and steel structures. As such, this work presents the results of an ambitious experimental campaign involving the sudden removal of 3 different columns from a specifically built 15 m × 12 m two-storey precast concrete building incorporating simple and practical solutions to enhance robustness.

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REFERENCES

Van Acker, A. et al. (2012) fib Bulletin 63. Design of precast concrete structures against accidental actions. Lausanne: Fédération internationale du béton (fib) (fib bulletin). Available at: http://www.fib-international.org/design-of-precast-concrete-structures-against-accidental-actions.
Adam, J. M. et al. (2018) ‘Research and practice on progressive collapse and robustness of building structures in the 21st century’, Engineering Structures, 173, pp. 122–149. doi:
Amercian Concrete Institute (ACI) Committee 318 (2007) ‘Building Code Requirements for Structural Concrete (ACI 318-08) and commentary’.
Dusenberry, D. O. (2022) ‘New SEI/ASCE Disproportionate Collapse Mitigation Standard’, Journal of Structural Engineering, 148(4). doi:
Ellingwood, B. R. (2006) ‘Mitigating Risk from Abnormal Loads and Progressive Collapse’, Journal of Performance of Constructed Facilities, 20(4), pp. 315–323. doi:
European Committee for Standardization (CEN) (2004) ‘EN 1992: Eurocode 2 - Design of concrete structures’.
European Committee for Standardization (CEN) (2006) ‘EN1991-1-7:2006: Eurocode 1 - Actions on structures - Part 1-7: General actions - accidental actions.’
Makoond, N., Buitrago, M. and Adam, J. (2021) ‘Progressive collapse assessment of precast reinforced concrete structures using the Applied Element Method (AEM)’, in 6th International Conference on Mechanical Models in Structural Engineering (CMMoST 2021). Valladolid.
Makoond, N., Buitrago, M. and Adam, J. M. (2022) ‘Computational study on the progressive collapse of precast reinforced concrete structures’, in Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. London: CRC Press, pp. 187–188. doi:
Meguro, K. and Tagel-Din, H. (2000) ‘Applied element method for structural analysis: Theory and application for linear materials’, Doboku Gakkai Ronbunshu, 2000(647), pp. 31–45. doi:
Precast/ Prestressed Concrete Institute (PCI) (2010) PCI Design Handbook. 7th Edition.
Starossek, U. (2017) Progressive Collapse of Structures. Second edition, Progressive Collapse of Structures. Second edi. ICE Publishing. doi:
Tagel-Din, H. and Meguro, K. (2000a) ‘Applied element method for dynamic large deformation analysis of structures’, Doboku Gakkai Ronbunshu, 2000(661), pp. 1–10. doi:
Tagel-Din, H. and Meguro, K. (2000b) ‘Nonlinear simulation of RC structures using applied element method’, Doboku Gakkai Ronbunshu, 2000(654), pp. 13–24. doi:
The Institution of Structural Engineers (IStructE) (2010) ‘Practical guide to structural robustness and disproportionate collapse in buildings’.

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Go to Structures Congress 2023
Structures Congress 2023
Pages: 10 - 20

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Published online: May 1, 2023

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Nirvan Makoond, Ph.D. [email protected]
Postdoctoral Researcher, ICITECH, Universitat Politècnica de Valencia. Email: [email protected]
Manuel Buitrago, Ph.D. [email protected]
Postdoctoral Researcher, ICITECH, Universitat Politècnica de Valencia. Email: [email protected]
Jose M. Adam, Ph.D. [email protected]
Professor, ICITECH, Universitat Politècnica de Valencia. Email: [email protected]

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