Petros Sideris, Ph.D.
Affiliations: | 2012 | Civil, Structural and Environmental Engineering | State University of New York, Buffalo, Buffalo, NY, United States |
Area:
Civil EngineeringGoogle:
"Petros Sideris"Parents
Sign in to add mentor| Amjad Aref | grad student | 2012 | SUNY Buffalo | |
| (Seismic analysis and design of precast concrete segmental bridges.) | ||||
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Publications
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| Valigura J, Liel AB, Sideris P. (2020) Life-cycle cost assessment of conventional and hybrid sliding-rocking bridges in seismic areas Structure and Infrastructure Engineering. 1-18 |
| Valigura J, Salehi M, Liel AB, et al. (2020) Seismic Repair Assessment of Hybrid Sliding–Rocking Bridge Columns through Integrated Experimentation and Expert Panel Solicitation Journal of Structural Engineering-Asce. 146: 4020191 |
| Salehi M, Sideris P. (2020) Enhanced Rayleigh Damping Model for Dynamic Analysis of Inelastic Structures Journal of Structural Engineering-Asce. 146: 4020216 |
| Salehi M, Sideris P, Liel AB. (2020) Effect of Major Design Parameters on the Seismic Performance of Bridges with Hybrid Sliding–Rocking Columns Journal of Bridge Engineering. 25: 4020072 |
| Nikoukalam MT, Sideris P. (2019) Nonlocal Hardening-Damage Beam Model and Its Application to a Force-Based Element Formulation Journal of Engineering Mechanics-Asce. 145: 4019084 |
| Valigura J, Liel AB, Sideris P. (2019) Risk-Based Assessment of Seismic Repair Costs for Reinforced Concrete Bridges Considering Competing Repair Strategies Journal of Bridge Engineering. 24: 4019108 |
| Nikoukalam MT, Sideris P. (2019) Experimental characterization and constitutive modeling of polyurethanes for structural applications, accounting for damage, hysteresis, loading rate and long term effects Engineering Structures. 198: 109462 |
| Madhusudhanan S, Sideris P. (2018) Capacity Spectrum Seismic Design Methodology for Bridges with Hybrid Sliding-Rocking Columns Journal of Bridge Engineering. 23: 4018052 |
| Salehi M, Sideris P, Liel AB. (2017) Numerical Simulation of Hybrid Sliding-Rocking Columns Subjected to Earthquake Excitation Journal of Structural Engineering-Asce. 143: 4017149 |
| Salehi M, Sideris P. (2017) Refined Gradient Inelastic Flexibility-Based Formulation for Members Subjected to Arbitrary Loading Journal of Engineering Mechanics-Asce. 143: 4017090 |