PSI - Issue 44
Guglielmo Amendola et al. / Procedia Structural Integrity 44 (2023) 1427–1434 Guglielmo Amendola et al./ Structural Integrity Procedia 00 (2022) 000 – 000
1434
8
References
Alfredo, H.S.A., Wilson, H.T. 2007. Probability Concepts in Engineering-Emphasis on Applications to Civil and Environmental Engineering. John Wiley & Sons Incorporated. New York, USA. Aslani, H., Miranda, E. 2005. Probability-based seismic response analysis. Engineering Structures. 27(8). 1151-1163. Bertero, R.D., Bertero, V.V. 2002. Performance-based seismic engineering: the need for a reliable conceptual comprehensive approach. Earthquake Engineering and Structural Dynamics. 31,627 – 652 (DOI: 10.1002/eqe.146). Castaldo, P., Palazzo, B., Ferrentino, T. 2017. Seismic reliability-based ductility demand evaluation for inelastic base-isolated structures with friction pendulum devices. Earthquake Engineering and Structural Dynamics. 46(8), 1245-1266, DOI: 10.1002/eqe.2854. Castaldo, P., Palazzo, B., Ferrentino, T., Petrone, G. 2017. Influence of the strength reduction factor on the seismic reliability of structures with FPS considering intermediate PGA/PGV ratios, Composites Part B: Engineering, 115, pp. 308 – 315. Auad, G. , Castaldo, P., Almazán J.L. 2022. Seismic reliability of structures equipped with LIR-DCFP bearings in terms of superstructure ductility and isolator displacement. Earthquake Engineering and Structural Dynamics, 2022, 10.1002/eqe.3719. Castaldo, P., Tubaldi, E. 2018. Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures. Soil Dynamics and Earthquake Engineering. 104,346 – 364. Castaldo, P., Alfano, G. 2020. Seismic reliability-based design of hardening and softening structures isolated by double concave sliding devices. Soil Dynamics and Earthquake Engineering 129: 105930 Castaldo, P., Amendola, G. 2021a. Optimal sliding friction coefficients for isolated viaducts and bridges: A comparison study. Structural Control and Earthquake Engineering. Castaldo, P., Amendola, G. 2021b. Optimal DCFP bearing properties and seismic performance assessment in nondimensional form for isolated bridges. Earthquake Engineering and Structural Dynamics. 50(9), 2442-2461. Constantinou, M.C., Mokha, A., Reinhorn, A.M. 1990. Teflon Be-arings in Base Isolation. II: Modeling. Jou. of Struct. Engin.. 116(2). 455-474. Constantinou, M.C., Kartoum, A., Reinhorn, A.M., Bradford P. 1992. Sliding isolation system for bridges. Experimental study. Earthquake Spectra. 8.3: 321-344. Constantinou, M.C. 2004. Friction pendulum double concave bearings, technical report. University of Buffalo NY, October 29. Constantinou, M.C., Whittaker, A.S., Kalpakidis, Y., Fenz, D.M., Warn, G.P. 2007. Performance of Seismic Isolation Hardware Under Service and Seismic Loading. Technical Report. Constantinou, M.C., Kalpakidis, I., Filiatrault, A., Ecker, Lay, R.A. 2011. LRFD-Based Analysis and Design Procedures for Bridge Bearings and Seismic Isolators. MCEER-11-0004. Fenz, D.M, Constantinou, M.C. 2006. Behaviour of the double concave friction pendulum bearing. Earthquake Engineering and Structural Dynamics. 35,1403-1424. Janjid, R.S. 2008. Stochastic Response of Bridges Seismically Isolated by Friction Pendulum System. Jou. of Bridge Engineering. 12.4: 319-330. Kim, Y.S., Yun, C.B. 2007. Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior. Engineering Structures. 3082-3093. Kunde, M.C., Jangid, R.S. 2006. Effects of pier and deck flexibility on the seismic response of isolated bridges. Journal of Bridge Engineering 11.1: 109-121. Mancini, G., Carbone, V.I., Bertagnoli, G., Gino, D. 2018. Reliability-based evaluation of bond strength for tensed lapped joints and anchorages in new and existing reinforced concrete structures. Structural Concrete 19.3: 904-917. Gino, D., Castaldo, P., Giordano, L., Mancini, G. 2021. Model uncertainty in non-linear numerical analyses of slender reinforced concrete members, Structural Concrete, 22(2), pp. 845 – 870. Castaldo, P., Gino, D., Marano, G.C., Mancini, G. 2022. Aleatory uncertainties with global resistance safety factors for non-linear analyses of slender reinforced concrete columns, Engineering Structures, 255, 113920 Math Works Inc., 1997. MATLAB- High Performance Numeric Computation and Visualization Software. User’s Guide. Natick: MA, USA. Mokha, A., Constantinou, M.C., Reinhorn, A.M. 1990. Teflon Bearings in Base Isolation. I: Testing. Journal of Structural Engineering. 116(2): 438-454. Troisi, R., Castaldo, P. 2022. Technical and organizational challenges in the risk management of road infrastructures. Journal of Risk Research, https://doi.org/10.1080/13669877.2022.2028884. Troisi, R., Alfano, G. 2022a. Is regional emergency management key to containing COVID-19? A comparison between the regional Italian models of Emilia-Romagna and Veneto. International Journal of Public Sector Management, 35(2), 195 – 210. DOI: 10.1108/IJPSM-06-2021-0138. Troisi, R., Alfano, G. 2022b. The re-election of corrupt mayors: context, relational leadership and level of corruption, Local Government Studies, https://doi.org/10.1080/03003930.2022.2087060. Troisi, R., Alfano, G. 2022c. Proximity and inter-firm corruption: A transaction cost approach, Small Business Economics, DOI10.1007/s11187 022-00649-y.
Made with FlippingBook flipbook maker