PSI - Issue 78
Leandro Pancottini et al. / Procedia Structural Integrity 78 (2026) 1103–1110
1110
McKenna, F., Scott, M. H., & Fenves, G. L., 2010. Nonlinear finite-element analysis software architecture using object composition. Journal of computing in civil engineering, 24(1), 95-107. Petracca, M., Candeloro, F., & Camata, G., 2017. STKO user manual. ASDEA Software Technology: Pescara, Italy, 551. Terrenzi, M., Spacone, E., & Camata, G., 2020. Comparison between phenomenological and fiber-section non-linear models. Frontiers in Built Environment, 6, 38. Barbagallo, F., Di Domenico, M., Terrenzi, M., Cantagallo, C., Marino, E. M., Ricci, P., Verderame, G. M, Camata, G., Spacone, E., 2023. Influence of the modelling approach on the seismic assessment of RC structures by nonlinear static analyses. Soil Dynamics and Earthquake Engineering, 172, 107970. Scott, M. H., & Fenves, G. L., 2006. Plastic hinge integration methods for force-based beam – column elements. Journal of Structural Engineering, 132(2), 244-252. Spacone, E., Filippou, F. C., & Taucer, F. F., 1996. Fibre beam – column model for non‐linear analysis of R/C frames: Part I. Formulation. Earthquake Engineering & Structural Dynamics, 25(7), 711-725. Spacone, E., Filippou, F. C., & Taucer, F. F., 1996. Fibre beam – column model for non‐linear analysis of R/C frames: part II. Applications. Earthquake engineering & structural dynamics, 25(7), 727-742. Kent, D. C., & Park, R., 1971. Flexural members with confined concrete. Journal of the structural division, 97(7), 1969-1990. Menegotto, M., Pinto, P., 1973. Method of analysis for cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending. Proceedings of IABSE Symposium on Resistance and Ultimate Deform ability of Structures Acted on by Well Defined Repeated Loads, 11, 15-22. Barbagallo, F., Bosco, M., Marino, E. M., & Rossi, P. P., 2020. On the fibre modelling of beams in RC framed buildings with rigid diaphragm. Bulletin of earthquake engineering, 18(1), 189-210. Decanini, L. D., & Fantin, G. E., 1986. Modelos simplificados de la mampostería incluida en porticos. Caracteristicas de stiffnessy resistencia lateral en estado limite. Jornadas Argentinas de Ingeniería Estructural III, 2, 817-836. Cardone, D., & Perrone, G., 2015. Developing fragility curves and loss functions for masonry infill walls. Earthquakes and Structures, 9(1), 257 279. Sassun, K., Sullivan, T. J., Morandi, P., & Cardone, D., 2016. Characterising the in-plane seismic performance of infill masonry. Bulletin of the New Zealand Society for Earthquake Engineering, 49(1), 98-115. Noh, N. M., Liberatore, L., Mollaioli, F., & Tesfamariam, S., 2017. Modelling of masonry infilled RC frames subjected to cyclic loads: State of the art review and modelling with OpenSees. Engineering Structures, 150, 599-621. NTC2018, Ministerial Decree of Infrastructure and Trasport 17 January 2018. Aggiornamento delle Norme Tecniche per le Costruzioni. Gazzetta Ufficiale Serie generale n. 42, 20 February 2018, Roma. Jalayer, F., 2003. Direct probabilistic seismic analysis: implementing non-linear dynamic assessments. Stanford University. Jalayer, F., & Cornell, C. A., 2009. Alternative non‐linear demand estimation methods for probability‐based seismic assessments. Earthquake Engineering & Structural Dynamics, 38(8), 951-972. Iervolino, I., Spillatura, A., & Bazzurro, P. RINTC project: Assessing the (implicit) seismic risk of code-conforming structures in Italy. In COMPDYN 2017-6th ECCOMAS thematic conference on computational methods in structural dynamics and earthquake engineering. Rhodes Island, Greece, 15-17 June 2017. Terrenzi, M., Cantagallo, C., Camata, G., Spacone, E., Effect of damping in nonlinear dynamic analysis of existing reinforced concrete buildings. 18th WCEE, Milan, Italy, 30 June - 5 July 2024. Cornell, C. A., Jalayer, F., Hamburger, R. O., & Foutch, D. A., 2002. Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines. Journal of structural engineering, 128(4), 526-533. Ellingwood, B. R., Celik, O. C., & Kinali, K., 2007. Fragility assessment of building structural systems in Mid ‐ America. Earthquake Engineering & Structural Dynamics, 36(13), 1935-1952. Krawinkler, H., & Lignos, D. G., 2009. How to predict the probability of collapse of non-ductile building structures. Seismic Risk Assessment and Retrofitting: With Special Emphasis on Existing Low Rise Structures, 10, 343-365. Terrenzi, M., Spacone, E., & Camata, G., 2022. Engineering demand parameters for the definition of the collapse limit state for code-conforming reinforced concrete buildings. Engineering Structures, 266, 114612. Pancottini, L., Terrenzi, M., & Spacone, E., 2025. Effects of Staircase Modeling on Assessing the Seismic Response of Gravitational RC Building. In International Workshop on Energy-Based Seismic Engineering, 433-441. Manfredi, V., Masi, A., Nicodemo, G., & Digrisolo, A., 2023. Seismic fragility curves for the Italian RC residential buildings based on non-linear dynamic analyses. Bulletin of Earthquake Engineering, 21(4), 2173-2214.
Made with FlippingBook Digital Proposal Maker