| Year |
Citation |
Score |
| 2020 |
Song M, Behmanesh I, Moaveni B, Papadimitriou C. Accounting for Modeling Errors and Inherent Structural Variability through a Hierarchical Bayesian Model Updating Approach: An Overview. Sensors (Basel, Switzerland). 20. PMID 32664472 DOI: 10.3390/S20143874 |
0.477 |
|
| 2020 |
Song M, Astroza R, Ebrahimian H, Moaveni B, Papadimitriou C. Adaptive Kalman filters for nonlinear finite element model updating Mechanical Systems and Signal Processing. 143: 106837. DOI: 10.1016/J.Ymssp.2020.106837 |
0.39 |
|
| 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 |
0.482 |
|
| 2019 |
Song M, Behmanesh I, Moaveni B, Papadimitriou C. Modeling Error Estimation and Response Prediction of a 10-Story Building Model Through a Hierarchical Bayesian Model Updating Framework Frontiers in Built Environment. 5. DOI: 10.3389/Fbuil.2019.00007 |
0.425 |
|
| 2019 |
Liu P, Zhu H, Moaveni B, Yang W, Huang S. Vibration Monitoring of Two Long-Span Floors Equipped with Tuned Mass Dampers International Journal of Structural Stability and Dynamics. 19: 1950101. DOI: 10.1142/S0219455419501013 |
0.424 |
|
| 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 |
0.565 |
|
| 2019 |
Erazo K, Moaveni B, Nagarajaiah S. Bayesian seismic strong-motion response and damage estimation with application to a full-scale seven story shear wall structure Engineering Structures. 186: 146-160. DOI: 10.1016/J.Engstruct.2019.02.017 |
0.541 |
|
| 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 |
0.541 |
|
| 2018 |
Song M, Renson L, Noël JP, Moaveni B, Kerschen G. Bayesian model updating of nonlinear systems using nonlinear normal modes Structural Control & Health Monitoring. 25. DOI: 10.1002/Stc.2258 |
0.34 |
|
| 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 |
0.602 |
|
| 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 |
0.611 |
|
| 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 |
0.519 |
|
| 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 |
0.536 |
|
| 2017 |
Asgarieh E, Moaveni B, Barbosa AR, Chatzi E. Nonlinear model calibration of a shear wall building using time and frequency data features Mechanical Systems and Signal Processing. 85: 236-251. DOI: 10.1016/J.Ymssp.2016.07.045 |
0.506 |
|
| 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 |
0.635 |
|
| 2017 |
Behmanesh I, Moaveni B, Papadimitriou C. Probabilistic damage identification of a designed 9-story building using modal data in the presence of modeling errors Engineering Structures. 131: 542-552. DOI: 10.1016/J.Engstruct.2016.10.033 |
0.524 |
|
| 2016 |
Behmanesh I, Moaveni B. Accounting for environmental variability, modeling errors, and parameter estimation uncertainties in structural identification Journal of Sound and Vibration. 374: 92-110. DOI: 10.1016/J.Jsv.2016.03.022 |
0.522 |
|
| 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 |
0.598 |
|
| 2015 |
Behmanesh I, Moaveni B, Lombaert G, Papadimitriou C. Hierarchical Bayesian model updating for structural identification Mechanical Systems and Signal Processing. 64: 360-376. DOI: 10.1016/J.Ymssp.2015.03.026 |
0.528 |
|
| 2015 |
Behmanesh I, Moaveni B, Lombaert G, Papadimitriou C. Hierarchical bayesian model updating for probabilistic damage identification Conference Proceedings of the Society For Experimental Mechanics Series. 3: 55-66. DOI: 10.1007/978-3-319-15224-0_6 |
0.438 |
|
| 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 |
0.572 |
|
| 2014 |
Behmanesh I, Moaveni B. Probabilistic identification of simulated damage on the Dowling Hall footbridge through Bayesian finite element model updating Structural Control and Health Monitoring. DOI: 10.1002/Stc.1684 |
0.56 |
|
| 2014 |
Moaveni B, Barbosa AR, Conte JP, Hemez FM. Uncertainty analysis of system identification results obtained for a seven-story building slice tested on the UCSD-NEES shake table Structural Control and Health Monitoring. 21: 466-483. DOI: 10.1002/Stc.1577 |
0.708 |
|
| 2014 |
Belleri A, Moaveni B, Restrepo JI. Damage assessment through structural identification of a three-story large-scale precast concrete structure Earthquake Engineering and Structural Dynamics. 43: 61-76. DOI: 10.1002/Eqe.2332 |
0.599 |
|
| 2013 |
Moser P, Moaveni B. Design and deployment of a continuous monitoring system for the dowling hall footbridge Experimental Techniques. 37: 15-26. DOI: 10.1111/J.1747-1567.2011.00751.X |
0.522 |
|
| 2013 |
Moaveni B, Hurlebaus S, Moon F. Special issue on real-world applications of structural identification and health monitoring methodologies Journal of Structural Engineering (United States). 139: 1637-1638. DOI: 10.1061/(Asce)St.1943-541X.0000779 |
0.435 |
|
| 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 |
0.745 |
|
| 2013 |
Simoen E, Moaveni B, Conte JP, Lombaert G. Uncertainty quantification in the assessment of progressive damage in a 7-story full-scale building slice Journal of Engineering Mechanics. 139: 1818-1830. DOI: 10.1061/(Asce)Em.1943-7889.0000610 |
0.727 |
|
| 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 |
0.526 |
|
| 2013 |
Behmanesh I, Moaveni B. Probabilistic damage identification of the dowling hall footbridge using Bayesian FE model updating Conference Proceedings of the Society For Experimental Mechanics Series. 5: 43-51. DOI: 10.1007/978-1-4614-6564-5_5 |
0.468 |
|
| 2013 |
Belleri A, Moaveni B, Restrepo JI. System identification of a three-story precast concrete parking structure Topics in Dynamics of Civil Structures - Proceedings of the 31st Imac, a Conference On Structural Dynamics, 2013. 299-305. DOI: 10.1007/978-1-4614-6555-3_33 |
0.495 |
|
| 2013 |
Behmanesh A, Moaveni B. Uncertainty analysis of FE model updating results through a bayesian inference scheme Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference On Structural Safety and Reliability, Icossar 2013. 1901-1906. |
0.46 |
|
| 2013 |
Simoen E, Moaveni B, Conte JP, Lombaert G. Uncertainty quantification in the damage assessment of a seven-story RC building slice through bayesian FE model updating Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference On Structural Safety and Reliability, Icossar 2013. 1955-1962. |
0.696 |
|
| 2013 |
Kody A, Li X, Moaveni B. Identification of physically simulated damage on a footbridge based on ambient vibration data Structures Congress 2013: Bridging Your Passion With Your Profession - Proceedings of the 2013 Structures Congress. 352-362. |
0.441 |
|
| 2012 |
Moaveni B, Asgarieh E. Deterministic-stochastic subspace identification method for identification of nonlinear structures as time-varying linear systems Mechanical Systems and Signal Processing. 31: 40-55. DOI: 10.1016/J.Ymssp.2012.03.004 |
0.511 |
|
| 2012 |
Moaveni B, Behmanesh I. Effects of changing ambient temperature on finite element model updating of the Dowling Hall Footbridge Engineering Structures. 43: 58-68. DOI: 10.1016/J.Engstruct.2012.05.009 |
0.478 |
|
| 2012 |
Asgarieh E, Moaveni B. Experimental modal analysis of a full-scale seven-story shear wall based on nonlinear seismic response Conference Proceedings of the Society For Experimental Mechanics Series. 1: 369-373. DOI: 10.1007/978-1-4614-2413-0_37 |
0.45 |
|
| 2012 |
Simoen E, Moaveni B, Conte JP, Lombaert G. Uncertainty analysis of Bayesian FE model updating results, applied to the multi-stage damage assessment of a seven-story RC building slice International Conference On Noise and Vibration Engineering 2012, Isma 2012, Including Usd 2012: International Conference On Uncertainty in Structure Dynamics. 6: 4959-4972. |
0.644 |
|
| 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 |
0.784 |
|
| 2011 |
Moser P, Moaveni B. Environmental effects on the identified natural frequencies of the Dowling Hall Footbridge Mechanical Systems and Signal Processing. 25: 2336-2357. DOI: 10.1016/J.Ymssp.2011.03.005 |
0.554 |
|
| 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 |
0.61 |
|
| 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. |
0.712 |
|
| 2011 |
Moaveni B, Behmanesh I. Effects of changing environmental temperature on finite element model updating of the dowling hall footbridge Proceedings of the 8th International Conference On Structural Dynamics, Eurodyn 2011. 2334-2341. |
0.406 |
|
| 2010 |
Moaveni B, He X, Conte JP, Restrepo JI. Damage identification study of a seven-story full-scale building slice tested on the UCSD-NEES shake table Structural Safety. 32: 347-356. DOI: 10.1016/J.Strusafe.2010.03.006 |
0.793 |
|
| 2010 |
Lombaert G, Moaveni B, Conte JP. A probabilistic assessment of the resolution in the vibration-based damage identification of a seven-story reinforced concrete test structure Proceedings of the 5th European Workshop - Structural Health Monitoring 2010. 1067-1072. |
0.739 |
|
| 2010 |
Lombaert G, Moaveni B, Conte JP. Probabilistic damage assessment by means of Bayesian FE model updating Reliability and Optimization of Structural Systems - Proceedings of Reliability and Optimization of Structural Systems. 101-108. |
0.718 |
|
| 2009 |
Moaveni B, Conte JP, Hemez FM. Uncertainty and sensitivity analysis of damage identification results obtained using finite element model updating Computer-Aided Civil and Infrastructure Engineering. 24: 320-334. DOI: 10.1111/J.1467-8667.2008.00589.X |
0.744 |
|
| 2009 |
He X, Moaveni B, Conte JP, Elgamal A, Masri SF. System identification of alfred zampa memorial bridge using dynamic field test data Journal of Structural Engineering. 135: 54-66. DOI: 10.1061/(Asce)0733-9445(2009)135:1(54) |
0.745 |
|
| 2009 |
Moaveni B, He X, Conte JP, Fraser MS, Elgamal A. Uncertainty analysis of Voigt bridge modal parameters due to changing environmental conditions Conference Proceedings of the Society For Experimental Mechanics Series. |
0.651 |
|
| 2009 |
Lombaert G, Moaveni B, He X, Conte JP. Damage identification of a seven-story reinforced concrete shear wall building using Bayesian model updating Conference Proceedings of the Society For Experimental Mechanics Series. |
0.74 |
|
| 2009 |
Lombaert G, Moaveni B, Reynders E, Schevenels M, Conte JP, De Roeck G. Uncertainty quantification in vibration-based damage assessment by means of model updating Conference Proceedings of the Society For Experimental Mechanics Series. |
0.721 |
|
| 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. |
0.552 |
|
| 2008 |
He X, Moaveni B, Conte JP, Elgamal A, Masri SF. Modal identification study of vincent thomas bridge using simulated wind-induced ambient vibration data Computer-Aided Civil and Infrastructure Engineering. 23: 373-388. DOI: 10.1111/J.1467-8667.2008.00544.X |
0.751 |
|
| 2008 |
Moaveni B, He X, Conte JP, De Callafon RA. Damage identification of a composite beam using finite element model updating Computer-Aided Civil and Infrastructure Engineering. 23: 339-359. DOI: 10.1111/J.1467-8667.2008.00542.X |
0.741 |
|
| 2008 |
Conte JP, He X, Moaveni B, Masri SF, Caffrey JP, Wahbeh M, Tasbihgoo F, Whang DH, Elgamal A. Dynamic testing of Alfred Zampa Memorial Bridge Journal of Structural Engineering. 134: 1006-1015. DOI: 10.1061/(Asce)0733-9445(2008)134:6(1006) |
0.737 |
|
| 2008 |
De Callafon RA, Moaveni B, Ponte JP, He X, Udd E. General realization algorithm for modal identification of linear dynamic systems Journal of Engineering Mechanics. 134: 712-722. DOI: 10.1061/(Asce)0733-9399(2008)134:9(712) |
0.603 |
|
| 2008 |
Moaveni B, Conte JP, Hemez FM. Uncertainty analysis of damage identification results based on finite element model updating method Conference Proceedings of the Society For Experimental Mechanics Series. |
0.717 |
|
| 2007 |
Moaveni B, Barbosa AR, Conte JP, Hemez FM. Uncertainty analysis of modal parameters obtained from three system identification methods Conference Proceedings of the Society For Experimental Mechanics Series. |
0.695 |
|
| 2006 |
He X, Moaveni B, Conte JP, Elgamal A. Comparative study of system identification techniques applied to New Carquinez Bridge Proceedings of the 3rd International Conference On Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost. 259-260. |
0.698 |
|
| 2006 |
Moaveni B, He X, Conte JP, Udd E. Effect of damage on modal parameters using full-scale test data Conference Proceedings of the Society For Experimental Mechanics Series. |
0.702 |
|
| 2003 |
Calvert S, Conte JP, Moaveni B, Schulz WL, De Callafon R. Full scale testing results of structural damage detection using long gage fiber Bragg gratings and modal analysis Proceedings of Spie - the International Society For Optical Engineering. 5057: 467-477. DOI: 10.1117/12.482756 |
0.603 |
|
| 2003 |
Calvert S, Conte JP, Moaveni B, Schulz WL, De Callafon R. Real time damage assessment using fiber optic grating sensors Proceedings of Spie - the International Society For Optical Engineering. 5278: 110-121. |
0.562 |
|
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