| Year |
Citation |
Score |
| 2020 |
Alcocer S, Behrouzi A, Brena S, Elwood KJ, Irfanoglu A, Kreger M, Lequesne R, Mosqueda G, Pujol S, Puranam A, Rodriguez M, Shah P, Stavridis A, Wood R. Observations about the seismic response of RC buildings in Mexico City Earthquake Spectra. 875529302094252. DOI: 10.1177/8755293020942523 |
0.38 |
|
| 2020 |
Tsiavos A, Sextos A, Stavridis A, Dietz M, Dihoru L, Alexander NA. Large-scale experimental investigation of a low-cost PVC ‘sand-wich’ (PVC-s) seismic isolation for developing countries: Earthquake Spectra. 875529302093514. DOI: 10.1177/8755293020935149 |
0.341 |
|
| 2020 |
Yousefianmoghadam S, Song M, Mohammadi ME, Packard B, Stavridis A, Moaveni B, Wood RL. Nonlinear dynamic tests of a reinforced concrete frame building at different damage levels Earthquake Engineering & Structural Dynamics. 49: 924-945. DOI: 10.1002/Eqe.3271 |
0.513 |
|
| 2019 |
Bose S, Martin J, Stavridis A. Simulation Framework for Infilled RC Frames Subjected to Seismic Loads Earthquake Spectra. 35: 1739-1762. DOI: 10.1193/042218Eqs100M |
0.513 |
|
| 2019 |
Preti M, Bolis V, Stavridis A. Seismic infill–frame interaction of masonry walls partitioned with horizontal sliding joints: analysis and simplified modeling Journal of Earthquake Engineering. 23: 1-27. DOI: 10.1080/13632469.2017.1387195 |
0.449 |
|
| 2019 |
Song M, Moaveni B, Papadimitriou C, Stavridis A. Accounting for amplitude of excitation in model updating through a hierarchical Bayesian approach: Application to a two-story reinforced concrete building Mechanical Systems and Signal Processing. 123: 68-83. DOI: 10.1016/J.Ymssp.2018.12.049 |
0.424 |
|
| 2018 |
Redmond L, Stavridis A, Kahn L, DesRoches R. Finite-Element Modeling of Hybrid Concrete-Masonry Frames Subjected to In-Plane Loads Journal of Structural Engineering-Asce. 144: 4017178. DOI: 10.1061/(Asce)St.1943-541X.0001913 |
0.581 |
|
| 2018 |
Behmanesh I, Yousefianmoghadam S, Nozari A, Moaveni B, Stavridis A. Uncertainty quantification and propagation in dynamic models using ambient vibration measurements, application to a 10-story building Mechanical Systems and Signal Processing. 107: 502-514. DOI: 10.1016/J.Ymssp.2018.01.033 |
0.385 |
|
| 2018 |
Yousefianmoghadam S, Behmanesh I, Stavridis A, Moaveni B, Nozari A, Sacco A. System identification and modeling of a dynamically tested and gradually damaged 10‐story reinforced concrete building Earthquake Engineering & Structural Dynamics. 47: 25-47. DOI: 10.1002/Eqe.2935 |
0.571 |
|
| 2017 |
Yu H, Mohammed MA, Mohammadi ME, Moaveni B, Barbosa AR, Stavridis A, Wood RL. Structural Identification of an 18-Story RC Building in Nepal Using Post-Earthquake Ambient Vibration and Lidar Data Frontiers in Built Environment. 3. DOI: 10.3389/Fbuil.2017.00011 |
0.453 |
|
| 2017 |
Barbosa AR, Fahnestock LA, Fick DR, Gautam D, Soti R, Wood R, Moaveni B, Stavridis A, Olsen MJ, Rodrigues H. Performance of Medium-to-High Rise Reinforced Concrete Frame Buildings with Masonry Infill in the 2015 Gorkha, Nepal, Earthquake Earthquake Spectra. 33: 197-218. DOI: 10.1193/051017Eqs087M |
0.538 |
|
| 2017 |
Song M, Yousefianmoghadam S, Mohammadi M, Moaveni B, Stavridis A, Wood RL. An application of finite element model updating for damage assessment of a two-story reinforced concrete building and comparison with lidar Structural Health Monitoring. 17: 1129-1150. DOI: 10.1177/1475921717737970 |
0.541 |
|
| 2017 |
Bolis V, Stavridis A, Preti M. Numerical Investigation of the In-Plane Performance of Masonry-Infilled RC Frames with Sliding Subpanels Journal of Structural Engineering-Asce. 143: 4016168. DOI: 10.1061/(Asce)St.1943-541X.0001651 |
0.559 |
|
| 2017 |
Nozari A, Behmanesh I, Yousefianmoghadam S, Moaveni B, Stavridis A. Effects of variability in ambient vibration data on model updating and damage identification of a 10-story building Engineering Structures. 151: 540-553. DOI: 10.1016/J.Engstruct.2017.08.044 |
0.458 |
|
| 2016 |
Redmond L, Ezzatfar P, Des Roches R, Stavridis A, Ozcebe G, Kurc O. Finite element modeling of a reinforced concrete frame with masonry infill and mesh reinforced mortar subjected to earthquake loading Earthquake Spectra. 32: 393-414. DOI: 10.1193/081314Eqs128M |
0.606 |
|
| 2016 |
Mavros M, Ahmadi F, Shing PB, Klingner RE, McLean D, Stavridis A. Shake-Table Tests of a Full-Scale Two-Story Shear-Dominated Reinforced Masonry Wall Structure Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001528 |
0.572 |
|
| 2016 |
Stavridis A, Ahmadi F, Mavros M, Shing PB, Klingner RE, McLean D. Shake-Table Tests of a Full-Scale Three-Story Reinforced Masonry Shear Wall Structure Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001527 |
0.589 |
|
| 2016 |
Bose S, Nozari A, Mohammadi ME, Stavridis A, Babak M, Wood R, Gillins D, Barbosa A. Structural assessment of a school building in Sankhu, Nepal damaged due to torsional response during the 2015 Gorkha earthquake Conference Proceedings of the Society For Experimental Mechanics Series. 2: 31-41. DOI: 10.1007/978-3-319-29751-4_5 |
0.446 |
|
| 2016 |
Preti M, Bettini N, Migliorati L, Bolis V, Stavridis A, Plizzari GA. Analysis of the in-plane response of earthen masonry infill panels partitioned by sliding joints Earthquake Engineering and Structural Dynamics. 45: 1209-1232. DOI: 10.1002/Eqe.2703 |
0.536 |
|
| 2015 |
Bolis V, Migliorati L, Stavridis A, Preti M. In-plane behaviour of innovative masonry infills based on different configurations of wooden sliding joints Wit Transactions On the Built Environment. 152: 289-301. DOI: 10.2495/Eres150241 |
0.592 |
|
| 2015 |
Murcia-Delso J, Stavridis A, Shing PB. Tension development length of large-diameter bars for severe cyclic loading Aci Structural Journal. 112: 689-700. DOI: 10.14359/51687937 |
0.783 |
|
| 2015 |
Yousefianmoghadam S, Song M, Stavridis A, Moaveni B. System identification of a two-story infilled rc building in different damage states 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. 607-618. DOI: 10.1061/9780784479728.050 |
0.486 |
|
| 2014 |
Reese A, Stavridis A. A simplified method for the estimation of the seismic resistance of RC frames with weak infill panels Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3Sb3X01H |
0.513 |
|
| 2014 |
Redmond L, Stavridis A, DesRoches R. Development of a finite element model for partially grouted reinforced masonry Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3PN8XG1V |
0.576 |
|
| 2014 |
Soti R, Barbosa AR, Stavridis A. Numerical modeling of URM infill walls retrofitted with embedded reinforcing steel Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3H12V819 |
0.513 |
|
| 2014 |
Asgarieh E, Moaveni B, Stavridis A. Nonlinear finite element model updating of an infilled frame based on identified time-varying modal parameters during an earthquake Journal of Sound and Vibration. 333: 6057-6073. DOI: 10.1016/J.Jsv.2014.04.064 |
0.461 |
|
| 2013 |
Murcia-Delso J, Stavridis A, Shing PB. Bond strength and cyclic bond deterioration of large-diameter bars Aci Structural Journal. 110: 659-669. DOI: 10.14359/51685751 |
0.764 |
|
| 2013 |
Shing PB, Koutromanos I, Stavridis A. Seismic performance of masonry-infilled RC frames with and without retrofit Journal of Earthquake and Tsunami. 7. DOI: 10.1142/S1793431113500231 |
0.809 |
|
| 2013 |
Koutromanos I, Kyriakides M, Stavridis A, Billington S, Shing PB. Shake-table tests of a 3-story masonry-infilled RC frame retrofitted with composite materials Journal of Structural Engineering (United States). 139: 1340-1351. DOI: 10.1061/(Asce)St.1943-541X.0000689 |
0.787 |
|
| 2013 |
Moaveni B, Stavridis A, Lombaert G, Conte JP, Shing PB. Finite-element model updating for assessment of progressive damage in a 3-story infilled RC Frame Journal of Structural Engineering (United States). 139: 1665-1674. DOI: 10.1061/(Asce)St.1943-541X.0000586 |
0.551 |
|
| 2013 |
Asgarieh E, Moaveni B, Stavridis A. Nonlinear finite element model updating of a large-scale infilled frame structures based on instantaneous modal parameters Conference Proceedings of the Society For Experimental Mechanics Series. 1: 85-90. DOI: 10.1007/978-1-4614-6570-6_7 |
0.369 |
|
| 2012 |
Stavridis A, Koutromanos I, Shing PB. Shake-table tests of a three-story reinforced concrete frame with masonry infill walls Earthquake Engineering and Structural Dynamics. 41: 1089-1108. DOI: 10.1002/Eqe.1174 |
0.8 |
|
| 2012 |
Shing PB, Koutromanos I, Stavridis A. Seismic performance of masonry-infilled RC frames Proceedings of the 12th International Symposium On Structural Engineering, Isse 2012. 26-35. |
0.799 |
|
| 2011 |
Koutromanos I, Stavridis A, Shing PB, Willam K. Numerical modeling of masonry-infilled RC frames subjected to seismic loads Computers and Structures. 89: 1026-1037. DOI: 10.1016/J.Compstruc.2011.01.006 |
0.787 |
|
| 2011 |
Moaveni B, Stavridis A, Shing PB. System identification of a three-story infilled RC frame tested on the UCSD-NEES shake table Conference Proceedings of the Society For Experimental Mechanics Series. 4: 135-143. DOI: 10.1007/978-1-4419-9831-6_16 |
0.507 |
|
| 2011 |
Murcia-Delso J, Stavridis A, Shing B. Modeling the bond-slip behavior of confined largediameter reinforcing bars Eccomas Thematic Conference - Compdyn 2011: 3rd International Conference On Computational Methods in Structural Dynamics and Earthquake Engineering: An Iacm Special Interest Conference, Programme. |
0.782 |
|
| 2011 |
Moaveni B, Lombaert G, Stavridis A, Conte JP, Shing PB. Damage identification of a three-story infilled RC frame tested on the UCSD-NEES shake table Conference Proceedings of the Society For Experimental Mechanics Series. 4: 145-154. |
0.487 |
|
| 2010 |
Stavridis A, Shing PB. Finite-element modeling of nonlinear behavior of masonry-infilled RC frames Journal of Structural Engineering. 136: 285-296. DOI: 10.1061/(Asce)St.1943-541X.116 |
0.539 |
|
| 2010 |
Stavridis A, Shing PB. Hybrid testing and modeling of a suspended zipper steel frame Earthquake Engineering and Structural Dynamics. 39: 187-209. DOI: 10.1002/Eqe.940 |
0.561 |
|
| 2010 |
Koutromanos I, Stavridis A, Shing PB. Analysis of the cyclic behavior of masonry-infilled rc frames using the finite element method 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 7: 5805-5814. |
0.773 |
|
| 2010 |
Stavridis A, Koutromanos I, Shing PB. Shake-table tests of a three-story masonry-infilled RC frame 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 3: 2388-2397. |
0.755 |
|
| 2009 |
Billington SL, Kyriakides MA, Blackard B, Willam K, Stavridis A, Shing PB. Evaluation of a sprayable, ductile cement-based composite for the seismic retrofit of unreinforced masonry infills Improving the Seismic Performance of Existing Buildings and Other Structures - Proc. 2009 Atc and Sei Conference On Improving the Seismic Performance of Existing Buildings and Other Structures. 823-834. DOI: 10.1061/41084(364)75 |
0.54 |
|
| 2009 |
Shing PB, Stavridis A, Koutromanos I, Willam K, Blackard B, Kyriakides MA, Billington SL, Arnold S. Seismic performance of non-ductile RC frames with brick infill Improving the Seismic Performance of Existing Buildings and Other Structures - Proc. 2009 Atc and Sei Conference On Improving the Seismic Performance of Existing Buildings and Other Structures. 1117-1128. DOI: 10.1061/41084(364)102 |
0.796 |
|
| 2006 |
Shing PB, Stavridis A, Wei Z, Stauffer E, Wallen R, Jung RY. Validation of a fast hybrid test system with substructure tests 17th Analysis and Computation Specialty Conference. 2006: 44. DOI: 10.1061/40878(202)9 |
0.44 |
|
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