Year |
Citation |
Score |
2020 |
Valigura J, Liel AB, Sideris P. Life-cycle cost assessment of conventional and hybrid sliding-rocking bridges in seismic areas Structure and Infrastructure Engineering. 1-18. DOI: 10.1080/15732479.2020.1766514 |
0.358 |
|
2020 |
Valigura J, Salehi M, Liel AB, Sideris P. Seismic Repair Assessment of Hybrid Sliding–Rocking Bridge Columns through Integrated Experimentation and Expert Panel Solicitation Journal of Structural Engineering-Asce. 146: 4020191. DOI: 10.1061/(Asce)St.1943-541X.0002776 |
0.421 |
|
2020 |
Salehi M, Sideris P. Enhanced Rayleigh Damping Model for Dynamic Analysis of Inelastic Structures Journal of Structural Engineering-Asce. 146: 4020216. DOI: 10.1061/(Asce)St.1943-541X.0002732 |
0.311 |
|
2020 |
Salehi M, Sideris P, Liel AB. Effect of Major Design Parameters on the Seismic Performance of Bridges with Hybrid Sliding–Rocking Columns Journal of Bridge Engineering. 25: 4020072. DOI: 10.1061/(Asce)Be.1943-5592.0001616 |
0.411 |
|
2019 |
Nikoukalam MT, Sideris P. Nonlocal Hardening-Damage Beam Model and Its Application to a Force-Based Element Formulation Journal of Engineering Mechanics-Asce. 145: 4019084. DOI: 10.1061/(Asce)Em.1943-7889.0001659 |
0.342 |
|
2019 |
Valigura J, Liel AB, Sideris P. Risk-Based Assessment of Seismic Repair Costs for Reinforced Concrete Bridges Considering Competing Repair Strategies Journal of Bridge Engineering. 24: 4019108. DOI: 10.1061/(Asce)Be.1943-5592.0001466 |
0.368 |
|
2019 |
Nikoukalam MT, Sideris P. Experimental characterization and constitutive modeling of polyurethanes for structural applications, accounting for damage, hysteresis, loading rate and long term effects Engineering Structures. 198: 109462. DOI: 10.1016/J.Engstruct.2019.109462 |
0.453 |
|
2018 |
Madhusudhanan S, Sideris P. Capacity Spectrum Seismic Design Methodology for Bridges with Hybrid Sliding-Rocking Columns Journal of Bridge Engineering. 23: 4018052. DOI: 10.1061/(Asce)Be.1943-5592.0001248 |
0.454 |
|
2017 |
Salehi M, Sideris P, Liel AB. Numerical Simulation of Hybrid Sliding-Rocking Columns Subjected to Earthquake Excitation Journal of Structural Engineering-Asce. 143: 4017149. DOI: 10.1061/(Asce)St.1943-541X.0001878 |
0.467 |
|
2017 |
Salehi M, Sideris P. Refined Gradient Inelastic Flexibility-Based Formulation for Members Subjected to Arbitrary Loading Journal of Engineering Mechanics-Asce. 143: 4017090. DOI: 10.1061/(Asce)Em.1943-7889.0001288 |
0.398 |
|
2017 |
Nikoukalam MT, Sideris P. Resilient Bridge Rocking Columns with Polyurethane Damage-Resistant End Segments and Replaceable Energy-Dissipating Links Journal of Bridge Engineering. 22: 4017064. DOI: 10.1061/(Asce)Be.1943-5592.0001069 |
0.372 |
|
2016 |
Nikoukalam MT, Sideris P. Low-Damage Posttensioned Segmental Bridge Columns with Flexible End Joints for Seismic Accelerated Bridge Construction: Transportation Research Record. 2592: 161. DOI: 10.3141/2592-17 |
0.498 |
|
2016 |
Nikoukalam MT, Sideris P. Experimental Performance Assessment of Nearly Full-Scale Reinforced Concrete Columns with Partially Debonded Longitudinal Reinforcement Journal of Structural Engineering-Asce. 143: 4016218. DOI: 10.1061/(Asce)St.1943-541X.0001708 |
0.379 |
|
2016 |
Sideris P, Salehi M. A gradient inelastic flexibility-based frame element formulation Journal of Engineering Mechanics. 142. DOI: 10.1061/(Asce)Em.1943-7889.0001083 |
0.324 |
|
2016 |
Salehi M, Sideris P. Nonlinear Dynamic Analysis of Hybrid Sliding-Rocking Bridges Geotechnical and Structural Engineering Congress 2016 - Proceedings of the Joint Geotechnical and Structural Engineering Congress 2016. 90-102. |
0.387 |
|
2015 |
Madhusudhanan S, Sideris P. Direct displacement-based seismic design and validation for hybrid sliding-rocking bridge substructure systems Structures Congress 2015 - Proceedings of the 2015 Structures Congress. 497-513. DOI: 10.1061/9780784479117.044 |
0.416 |
|
2015 |
Sideris P, Aref AJ, Filiatrault A. Experimental seismic performance of a hybrid sliding-rocking bridge for various specimen configurations and seismic loading conditions Journal of Bridge Engineering. 20. DOI: 10.1061/(Asce)Be.1943-5592.0000742 |
0.605 |
|
2015 |
Sideris P. Nonlinear quasi-static analysis of hybrid sliding-rocking bridge columns subjected to lateral loading Engineering Structures. 101: 125-137. DOI: 10.1016/J.Engstruct.2015.06.053 |
0.525 |
|
2014 |
Sideris P, Aref AJ, Filiatrault A. Nonlinear analysis of hybrid sliding-rocking post-tensioned segmental bridges Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3N00ZT9Q |
0.614 |
|
2014 |
Sideris P, Aref AJ, Filiatrault A. Effects of anchorage hardware on the cyclic tensile response of unbonded monostrands Pci Journal. 59: 60-77. DOI: 10.15554/Pcij.06012014.60.77 |
0.52 |
|
2014 |
Sideris P, Aref AJ, Filiatrault A. Large-scale seismic testing of a hybrid sliding-rocking posttensioned segmental bridge system Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000961 |
0.64 |
|
2014 |
Sideris P, Filiatrault A. Seismic response of squat rigid bodies on inclined planes with rigid boundaries Journal of Engineering Mechanics. 140: 149-158. DOI: 10.1061/(Asce)Em.1943-7889.0000658 |
0.345 |
|
2014 |
Sideris P, Aref AJ, Filiatrault A. Quasi-static cyclic testing of a large-scale hybrid sliding-rocking segmental column with slip-dominant joints Journal of Bridge Engineering. 19. DOI: 10.1061/(Asce)Be.1943-5592.0000605 |
0.61 |
|
2010 |
Sideris P, Filiatrault A, Leclerc M, Tremblay R. Experimental investigation on the seismic behavior of palletized merchandise in steel storage racks Earthquake Spectra. 26: 209-233. DOI: 10.1193/1.3283389 |
0.436 |
|
2010 |
Sideris P, Anagnostopoulou M, Aref A, Filiatrault A. Seismic performance of precast segmental bridges 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 7: 5594-5603. |
0.561 |
|
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