| Year |
Citation |
Score |
| 2020 |
Álvarez R, Restrepo JI, Panagiotou M, Godínez SE. Analysis of reinforced concrete coupled structural walls via the Beam-Truss Model Engineering Structures. 220: 111005. DOI: 10.1016/J.Engstruct.2020.111005 |
0.682 |
|
| 2019 |
Alvarez R, Restrepo JI, Panagiotou M, Santhakumar AR. Nonlinear cyclic Truss Model for analysis of reinforced concrete coupled structural walls Bulletin of Earthquake Engineering. 17: 6419-6436. DOI: 10.1007/S10518-019-00639-8 |
0.691 |
|
| 2017 |
Nguyen W, Trono W, Panagiotou M, Ostertag CP. Seismic response of a rocking bridge column using a precast hybrid fiber-reinforced concrete (HyFRC) tube Composite Structures. 174: 252-262. DOI: 10.1016/J.Compstruct.2017.04.058 |
0.54 |
|
| 2016 |
Visnjic T, Antonellis G, Panagiotou M, Moehle JP. Large reinforced concrete special moment frame beams under simulated seismic loading Aci Structural Journal. 113: 469-480. DOI: 10.14359/51688193 |
0.456 |
|
| 2016 |
Lu Y, Panagiotou M. Three-dimensional beam-truss model for reinforced concrete walls and slabs - part 2: Modeling approach and validation for slabs and coupled walls Earthquake Engineering and Structural Dynamics. DOI: 10.1002/Eqe.2720 |
0.555 |
|
| 2016 |
Lu Y, Panagiotou M, Koutromanos I. Three-dimensional beam-truss model for reinforced concrete walls and slabs - part 1: Modeling approach, validation, and parametric study for individual reinforced concrete walls Earthquake Engineering and Structural Dynamics. DOI: 10.1002/Eqe.2719 |
0.561 |
|
| 2015 |
Visnjic T, Panagiotou M, Moehle JP. Seismic response of 20-story-tall reinforced-concrete special moment-resisting frames designed with current code provisions Earthquake Spectra. 31: 869-893. DOI: 10.1193/082112Eqs267M |
0.573 |
|
| 2015 |
Lu Y, Panagiotou M. Earthquake damage-resistant tall buildings at near fault regions using base isolation and rocking core walls Structures Congress 2015 - Proceedings of the 2015 Structures Congress. 1266-1277. DOI: 10.1061/9780784479117.108 |
0.498 |
|
| 2015 |
Antonellis G, Gavras AG, Panagiotou M, Kutter BL, Guerrini G, Sander AC, Fox PJ. Shake table test of large-scale bridge columns supported on rocking shallow foundations Journal of Geotechnical and Geoenvironmental Engineering. 141. DOI: 10.1061/(Asce)Gt.1943-5606.0001284 |
0.604 |
|
| 2015 |
Trono W, Jen G, Panagiotou M, Schoettler M, Ostertag CP. Seismic response of a damage-resistant recentering posttensioned-HYFRC bridge column Journal of Bridge Engineering. 20. DOI: 10.1061/(Asce)Be.1943-5592.0000692 |
0.737 |
|
| 2015 |
Panagiotou M, Trono W, Jen G, Kumar P, Ostertag CP. Experimental seismic response of hybrid fiber-reinforced concrete bridge columns with novel longitudinal reinforcement detailing Journal of Bridge Engineering. 20. DOI: 10.1061/(Asce)Be.1943-5592.0000684 |
0.538 |
|
| 2015 |
Moharrami M, Koutromanos I, Panagiotou M, Girgin SC. Analysis of shear-dominated RC columns using the nonlinear truss analogy Earthquake Engineering and Structural Dynamics. 44: 677-694. DOI: 10.1002/Eqe.2480 |
0.544 |
|
| 2015 |
Moharrami M, Koutromanos I, Panagiotou M. Nonlinear truss modeling method for the analysis of shear failures in reinforced concrete and masonry structures Improving the Seismic Performance of Existing Buildings and Other Structures 2015 - Proceedings of the 2nd Atc and Sei Conference On Improving the Seismic Performance of Existing Buildings and Other Structures. 74-85. |
0.48 |
|
| 2014 |
Visnjic T, Panagiotou M, Moehle JP. Seismic response of tall reinforced concrete special moment resisting frames designed with current code provisions Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3Q52FD4T |
0.506 |
|
| 2014 |
Antonellis G, Gavras AG, Panagiotou M, Kutter BL, Sander A, Guerrini G, Fox PJ. Shake table test response of large-scale bridge columns supported on rocking shallow foundations Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3M03XX9G |
0.554 |
|
| 2014 |
Lu Y, Panagiotou M. Characterization and representation of near-fault ground motions using cumulative pulse extraction with wavelet analysis Bulletin of the Seismological Society of America. 104: 410-426. DOI: 10.1785/0120130031 |
0.315 |
|
| 2014 |
Lu Y, Panagiotou M. Three-dimensional cyclic beam-truss model for nonplanar reinforced concrete walls Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000852 |
0.545 |
|
| 2014 |
Antonellis G, Panagiotou M. Seismic response of bridges with rocking foundations compared to fixed-base bridges at a near-fault site Journal of Bridge Engineering. 19. DOI: 10.1061/(Asce)Be.1943-5592.0000570 |
0.531 |
|
| 2014 |
Calugaru V, Panagiotou M. Seismic response of 20-story base-isolated and fixed-base reinforced concrete structural wall buildings at a near-fault site Earthquake Engineering and Structural Dynamics. 43: 927-948. DOI: 10.1002/Eqe.2381 |
0.583 |
|
| 2012 |
Panagiotou M, Restrepo JI, Schoettler M, Kim G. Nonlinear Cyclic Truss Model for reinforced concrete walls Aci Structural Journal. 109: 205-214. DOI: 10.14359/51683631 |
0.702 |
|
| 2012 |
Calugaru V, Panagiotou M. Response of tall cantilever wall buildings to strong pulse type seismic excitation Earthquake Engineering and Structural Dynamics. 41: 1301-1318. DOI: 10.1002/Eqe.1185 |
0.503 |
|
| 2011 |
Panagiotou M, Restrepo JI. Displacement-based method of analysis for regular reinforced-concrete wall buildings: Application to a full-scale 7-story building slice tested at UC-San Diego Journal of Structural Engineering. 137: 677-690. DOI: 10.1061/(Asce)St.1943-541X.0000333 |
0.722 |
|
| 2011 |
Panagiotou M, Restrepo JI, Conte JP. Shake-table test of a full-scale 7-story building slice. Phase I: Rectangular wall Journal of Structural Engineering. 137: 691-704. DOI: 10.1061/(Asce)St.1943-541X.0000332 |
0.745 |
|
| 2011 |
Moaveni B, He X, Conte JP, Restrepo JI, Panagiotou M. System identification study of a 7-story full-scale building slice tested on the UCSD-NEES shake table Journal of Structural Engineering. 137: 705-717. DOI: 10.1061/(Asce)St.1943-541X.0000300 |
0.695 |
|
| 2010 |
Calugaru V, Panagiotou M. Seismic isolation using single and dual shear hinging of tall cantilever wall buildings subjected to strong ground shaking 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 2: 1630-1639. |
0.479 |
|
| 2009 |
Hoehler MS, Panagiotou M, Restrepo JI, Silva JF, Floriani L, Bourgund U, Gassner H. Performance of suspended pipes and their anchorages during shake table testing of a seven-story building Earthquake Spectra. 25: 71-91. DOI: 10.1193/1.3046286 |
0.696 |
|
| 2009 |
Panagiotou M, Restrepo JI. Dual Flexural Plastic Hinge Design for Reducing Higher-Mode Effects on High-Rise Cantilever Wall Buildings Geotechnical, Geological and Earthquake Engineering. 9: 257-266. DOI: 10.1007/978-90-481-8746-1_24 |
0.678 |
|
| 2009 |
Panagiotou M, Restrepo JI. Dual-plastic hinge design concept for reducing higher-mode effects on high-rise cantilever wall buildings Earthquake Engineering and Structural Dynamics. 38: 1359-1380. DOI: 10.1002/Eqe.905 |
0.698 |
|
| 2009 |
Moaveni B, Barbosa AR, Panagiotou M, Conte JP, Restrepo JI. Uncertainty analysis of identified damping ratios in nonlinear dynamic systems Conference Proceedings of the Society For Experimental Mechanics Series. |
0.628 |
|
| 2006 |
Panagiotou M, Restrepo JI, Conte JP, Englekirk RE. Seismic response of reinforced concrete wall buildings 8th Us National Conference On Earthquake Engineering 2006. 11: 6609-6618. |
0.705 |
|
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