Giorgio Proestos

Lee, S., Gupta, A., & Proestos, G. T. (2023). Performance-Based Characterization and Quantification of Uncertainty in Damage Plasticity Model for Seismic Fragility Assessment of Concrete Structures. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 9(1). https://doi.org/10.1061/AJRUA6.RUENG-913

Palipana, D. K., & Proestos, G. T. (2022). Asymmetrical loading of reinforced concrete deep beams monitored with full field-of-view digital image correlation. fib Symposium, 105–112. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-85142861610&partnerID=MN8TOARS

Trandafir, A. N., Proestos, G. T., & Mihaylov, B. I. (2022). CRACK-BASED ASSESSMENT OF A 4-METER DEEP BEAM TEST. fib Symposium, 2140–2149. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-85143916132&partnerID=MN8TOARS

Trandafir, A. N., Proestos, G. T., & Mihaylov, B. I. (2022). Detailed crack‐based assessment of a 4‐m deep beam test specimen. Structural Concrete, 9. https://doi.org/10.1002/suco.202200149

Qambar, M., & Proestos, G. T. (2022). Experimental Investigation of Reinforced Concrete Deep Beams with Wide Loading Elements. ACI Structural Journal, 119(4), 239–250. https://doi.org/10.14359/51734497

Trandafir, A., Palipana, D. K., Proestos, G. T., & Mihaylov, B. (2022). Framework for Crack-Based Assessment of Existing Lightly Reinforced Concrete Deep Members. ACI Structural Journal, 119(1), 255–266. https://doi.org/10.14359/51733143

Palipana, D. K., Trandafir, A., Mihaylov, B., & Proestos, G. T. (2022). Framework for Quantification of Shear-Transfer Mechanisms from Deep Beam Experiments. ACI Structural Journal, 119(3), 53–65. https://doi.org/10.14359/51734485

Trandafir, A. N., Palipana, D. K., Proestos, G. T., & Mihaylov, B. I. (2021). Direct crack-based assessment approach for shear critical reinforced concrete deep beams. fib Symposium, 2021-June, 1398–1407. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-85134817277&partnerID=MN8TOARS

Palipana, D. K., Trandafir, A. N., Mihaylov, B. I., & Proestos, G. T. (2021). Direct evaluation of shear carrying mechanisms in reinforced concrete deep beams. fib Symposium, 2021-June, 1700–1709. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-85134817393&partnerID=MN8TOARS

Proestos, G. T., Palipana, D. K., & Mihaylov, B. I. (2021). Evaluating the shear resistance of deep beams loaded or supported by wide elements. Engineering Structures, 226, 111368. https://doi.org/10.1016/j.engstruct.2020.111368

Kuan, A., Proestos, G. T., Bentz, E. C., & Collins, M. P. (2021). Response of Prestressed Concrete Beams Subjected to Shear and Torsion. ACI Structural Journal, 118(5), 251–261. https://doi.org/10.14359/51732833

Stuart, A., & Proestos, G. T. (2021). Single element method for modelling reinforced concrete shells subjected to combined in-plane and out-of-plane shear. fib Symposium, 2021-June, 1336–1345. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-85134815109&partnerID=MN8TOARS

Proestos, G. T., Bentz, E. V., & Collins, M. P. (2020). Neglecting compatibility torsions in the design of concrete structures. American Concrete Institute, ACI Special Publication, SP-344, 30–48. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-85110322225&partnerID=MN8TOARS

Berglund, E. Z., Monroe, J. G., Ahmed, I., Noghabaei, M., Do, J., Pesantez, J. E., … Levis, J. (2020). Smart Infrastructure: A Vision for the Role of the Civil Engineering Profession in Smart Cities. Journal of Infrastructure Systems, 26(2), 03120001. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000549

Moratti, M., Gaia, F., Martini, S., Tsioli, C., Grecchi, G., Casotto, C., … Proestos, G. T. (2019). A methodology for the seismic multilevel assessment of unreinforced masonry church inventories in the Groningen area. BULLETIN OF EARTHQUAKE ENGINEERING, 17(8), 4625–4650. https://doi.org/10.1007/s10518-019-00575-7

Proestos, G. T., Bentz, E. C., & Collins, M. P. (2019). Reinforced Concrete Containment Walls Subjected to Combined In-Plane and Out-of-Plane Shear Stresses: Experimental Investigation and Sectional Analysis. Transactions, SMiRT-25: 25th Conference on Structural Mechanics in Reactor Technology. Presented at the 25th Conference on Structural Mechanics in Reactor Technology, Charlotte, North Carolina, USA.

Bruun, E. P. G., Kuan, A., Proestos, G. T., Bentz, E. C., & Collins, M. P. (2018). Advanced nonlinear finite element modelling of reinforced concrete bridge piers. Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 1231–1238. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-85067006371&partnerID=MN8TOARS

Moratti, M., Gaia, F., Martini, S., Tomasi, A., Casotto, C., Tsioli, C., … Proestos, G. T. (2018). Seismic Assessment of Unreinforced Masonry Houses in the Groningen Area. 16th European Conference on Earthquake Engineering. Presented at the 16th European Conference on Earthquake Engineering, Thessaloniki, Greece.

Moratti, M., Gaia, F., Martini, S., Tsioli, C., Grecchi, G., Calvi, G. M., … Proestos, G. T. (2018). The Seismic Assessment of Unreinforced Masonry Church Inventories in the Groningen Area. 16th European Conference on Earthquake Engineering. Presented at the 16th European Conference on Earthquake Engineering, Thessaloniki, Greece.

Calvi, P. M., Proestos, G. T., & Ruggiero, D. M. (2018). Towards the development of direct crack-based assessment of structures. American Concrete Institute, ACI Special Publication, 2018-March(SP 328), 141–160. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-85064955408&partnerID=MN8TOARS

Proestos, G. T., Bentz, E. C., & Collins, M. P. (2018). ­Maximum Shear Capacity of Reinforced Concrete Members. ACI Structural Journal, 115(5), 1463–1473. https://doi.org/10.14359/51702252

Collins, M. P., Bentz, E. C., Kuan, A., & Proestos, G. T. (2017). Detailing for Torsion Revisited. Denis Mitchell Symposium. Presented at the Denis Mitchell Symposium, Montreal, Quebec, Canada.

Proestos, G., Bae, G.-M., Cho, J.-Y., Bentz, E. C., & Collins, M. P. (2016). Influence of High-Strength Bars on Shear Response of Containment Walls. ACI Structural Journal, 113(5), 917–927. https://doi.org/10.14359/51688750

Collins, M. P., Bentz, E. C., Quach, P. T., & Proestos, G. T. (2016). Predicting the Shear Strength of Thick Slabs. fib International Workshop on Beam Shear, 269–282.

Proestos, G. T., Bentz, E. C., & Collins, M. P. (2016). The design and analysis of reinforced concrete shell elements subjected to in-plane and out-of-plane shear stresses. Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016, 695–702. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-84991738344&partnerID=MN8TOARS

Collins, M. P., Bentz, E. C., Quach, P. T., Fisher, A. W., & Proestos, G. T. (2015). Predicting the Shear Strength of Concrete Structures. Proceedings, The New Zealand Concrete Industry Conference 2015. Presented at the New Zealand Concrete Industry Conference 2015, Rotorua, New Zealand.

Proestos, G. T., Aghabeigi, H., & Calvi, P. M. (2015). Seismic assessment of the full scale four storey E-Defense rocking shear wall Shake Table Test. COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 3117–3126. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-84942287992&partnerID=MN8TOARS

Collins, M. P., Bentz, E. C., Quach, P. T., & Proestos, G. T. (2015). The Challenge of Predicting the Shear Strength of Very Thick Slabs: Results Support Recommendation to Use at Least Minimum Shear Reinforcement. Concrete International, 37(11), 29–37.

Bae, G.-M., Proestos, G. T., Park, J.-H., Bentz, E. C., Cho, J.-Y., & Collins, M. P. (2014). Investigation of shear response of nuclear power plant wall elements using high strength materials. Engineering for Progress, Nature and People, 867–873. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-84929448579&partnerID=MN8TOARS

Bae, G.-M., Proestos, G. T., Lee, S.-C., Bentz, E. C., Collins, M. P., & Cho, J.-Y. (2013). In-Plane Shear Behavior of Nuclear Power Plant Wall Elements with High-Strength Reinforcing Bars. Transactions, SMiRT-22: 22nd Conference on Structural Mechanics in Reactor Technology. Presented at the 22nd Conference on Structural Mechanics in Reactor Technology, San Francisco, California, USA.