| Year |
Citation |
Score |
| 2020 |
Cao L, Marullo T, Al-Subaihawi S, Kolay C, Amer A, Ricles J, Sause R, Kusko CS. NHERI Lehigh Experimental Facility With Large-Scale Multi-Directional Hybrid Simulation Testing Capabilities Frontiers in Built Environment. 6. DOI: 10.3389/Fbuil.2020.00107 |
0.337 |
|
| 2020 |
Gong Y, Cao L, Laflamme S, Ricles J, Quiel S, Taylor D. Numerical verification of variable friction cladding connection for multihazard mitigation Journal of Vibration and Control. 107754632092393. DOI: 10.1177/1077546320923933 |
0.31 |
|
| 2020 |
Al-Subaihawi S, Kolay C, Marullo T, Ricles JM, Quiel SE. Assessment of wind-induced vibration mitigation in a tall building with damped outriggers using real-time hybrid simulations Engineering Structures. 205: 110044. DOI: 10.1016/J.Engstruct.2019.110044 |
0.383 |
|
| 2019 |
Kolay C, Ricles JM. Response to Chang, Veerarajan and Wu’s Discussion of “Improved Explicit Integration Algorithms for Structural Dynamic Analysis with Unconditional Stability and Controllable Numerical Dissipation” [Journal of Earthquake Engineering 23 (2019) 771–792] Journal of Earthquake Engineering. 1-7. DOI: 10.1080/13632469.2019.1672596 |
0.35 |
|
| 2019 |
Kolay C, Ricles JM. Improved Explicit Integration Algorithms for Structural Dynamic Analysis with Unconditional Stability and Controllable Numerical Dissipation Journal of Earthquake Engineering. 23: 1-22. DOI: 10.1080/13632469.2017.1326423 |
0.354 |
|
| 2019 |
Fu B, Kolay C, Ricles J, Jiang H, Wu T. Stability analysis of substructure shake table testing using two families of model-based integration algorithms Soil Dynamics and Earthquake Engineering. 126: 105777. DOI: 10.1016/J.Soildyn.2019.105777 |
0.369 |
|
| 2019 |
Gong Y, Cao L, Laflamme S, Ricles J, Quiel S, Taylor D. Variable friction cladding connection for seismic mitigation Engineering Structures. 189: 243-259. DOI: 10.1016/J.Engstruct.2019.03.066 |
0.421 |
|
| 2019 |
Gong Y, Cao L, Laflamme S, Ricles J, Quiel S, Taylor D. Motion-based design approach for a novel variable friction cladding connection used in wind hazard mitigation Engineering Structures. 181: 397-412. DOI: 10.1016/J.Engstruct.2018.12.033 |
0.362 |
|
| 2019 |
Wang W, Fang C, Zhao Y, Sause R, Hu S, Ricles J. Self‐centering friction spring dampers for seismic resilience Earthquake Engineering & Structural Dynamics. 48: 1045-1065. DOI: 10.1002/Eqe.3174 |
0.36 |
|
| 2018 |
Dong BP, Sause R, Ricles JM. Seismic Performance of Steel MRF Structures with Nonlinear Viscous Dampers from Real-Time Hybrid Simulations Key Engineering Materials. 763: 967-974. DOI: 10.4028/Www.Scientific.Net/Kem.763.967 |
0.432 |
|
| 2018 |
Kolay C, Ricles JM, Marullo TM, Al-Subaihawi S, Quiel SE. Computational Challenges in Real-Time Hybrid Simulation of Tall Buildings under Multiple Natural Hazards Key Engineering Materials. 763: 566-575. DOI: 10.4028/Www.Scientific.Net/Kem.763.566 |
0.322 |
|
| 2018 |
Dong B, Sause R, Ricles JM. Seismic Response and Damage of Reduced-Strength Steel MRF Structures with Nonlinear Viscous Dampers Journal of Structural Engineering-Asce. 144: 4018221. DOI: 10.1061/(Asce)St.1943-541X.0002226 |
0.404 |
|
| 2018 |
Fang C, Wang W, Ricles J, Yang X, Zhong Q, Sause R, Chen Y. Application of an Innovative SMA Ring Spring System for Self-Centering Steel Frames Subject to Seismic Conditions Journal of Structural Engineering-Asce. 144: 4018114. DOI: 10.1061/(Asce)St.1943-541X.0002127 |
0.332 |
|
| 2018 |
Kolay C, Ricles JM. Force-Based Frame Element Implementation for Real-Time Hybrid Simulation Using Explicit Direct Integration Algorithms Journal of Structural Engineering-Asce. 144: 4017191. DOI: 10.1061/(Asce)St.1943-541X.0001944 |
0.307 |
|
| 2018 |
Ahmadi O, Ricles JM, Sause R. Modeling and seismic collapse resistance study of a steel SC-MRF Soil Dynamics and Earthquake Engineering. 113: 324-338. DOI: 10.1016/J.Soildyn.2018.05.026 |
0.398 |
|
| 2018 |
Cao L, Lu S, Laflamme S, Quiel S, Ricles J, Taylor D. Performance-based design procedure of a novel friction-based cladding connection for blast mitigation International Journal of Impact Engineering. 117: 48-62. DOI: 10.1016/J.Ijimpeng.2018.03.003 |
0.402 |
|
| 2017 |
Chu X, Ricles JM, Pakzad SN. Seismic Fragility Analysis of the Smithsonian Institute Museum Support Center Earthquake Spectra. 33: 85-108. DOI: 10.1193/123115Eqs193M |
0.331 |
|
| 2017 |
Chae Y, Ricles JM, Sause R. Development of equivalent linear systems for single-degree-of-freedom structures with magneto-rheological dampers for seismic design application: Journal of Intelligent Material Systems and Structures. 28: 2675-2687. DOI: 10.1177/1045389X17698240 |
0.379 |
|
| 2017 |
Ganey R, Berman J, Akbas T, Loftus S, Dolan JD, Sause R, Ricles J, Pei S, Lindt Jvd, Blomgren H. Experimental Investigation of Self-Centering Cross-Laminated Timber Walls Journal of Structural Engineering-Asce. 143: 4017135. DOI: 10.1061/(Asce)St.1943-541X.0001877 |
0.331 |
|
| 2017 |
Akbas T, Sause R, Ricles JM, Ganey R, Berman J, Loftus S, Dolan JD, Pei S, Lindt JWvd, Blomgren H. Analytical and Experimental Lateral-Load Response of Self-Centering Posttensioned CLT Walls Journal of Structural Engineering-Asce. 143: 4017019. DOI: 10.1061/(Asce)St.1943-541X.0001733 |
0.335 |
|
| 2017 |
Wang W, Fang C, Yang X, Chen Y, Ricles J, Sause R. Innovative use of a shape memory alloy ring spring system for self-centering connections Engineering Structures. 153: 503-515. DOI: 10.1016/J.Engstruct.2017.10.039 |
0.393 |
|
| 2016 |
Shahidi SG, Pakzad SN, Ricles JM, Martin JR. Assessment of the 2011 Virginia Earthquake Damage and Seismic Fragility Analysis of the Washington Monument Earthquake Spectra. 32: 2399-2423. DOI: 10.1193/091515Eqs138M |
0.315 |
|
| 2016 |
Cao L, Laflamme S, Taylor D, Ricles J. Simulations of a Variable Friction Device for Multihazard Mitigation Journal of Structural Engineering-Asce. 142. DOI: 10.1061/(Asce)St.1943-541X.0001580 |
0.365 |
|
| 2016 |
Dong B, Sause R, Ricles JM. Seismic response and performance of a steel MRF building with nonlinear viscous dampers under DBE and MCE Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001482 |
0.486 |
|
| 2016 |
Downey A, Cao L, Laflamme S, Taylor D, Ricles J. High capacity variable friction damper based on band brake technology Engineering Structures. 113: 287-298. DOI: 10.1016/J.Engstruct.2016.01.035 |
0.358 |
|
| 2016 |
Dong B, Ricles JM, Sause R. Seismic performance of steel MRF building with nonlinear viscous dampers Frontiers of Structural and Civil Engineering. 10: 254-271. DOI: 10.1007/S11709-016-0348-8 |
0.466 |
|
| 2016 |
Feng D, Kolay C, Ricles JM, Li J. Collapse simulation of reinforced concrete frame structures Structural Design of Tall and Special Buildings. 25: 578-601. DOI: 10.1002/Tal.1273 |
0.437 |
|
| 2016 |
Kolay C, Ricles JM. Assessment of explicit and semi-explicit classes of model-based algorithms for direct integration in structural dynamics International Journal For Numerical Methods in Engineering. 107: 49-73. DOI: 10.1002/Nme.5153 |
0.349 |
|
| 2015 |
Dorvash S, Pakzad SN, LaCrosse EL, Ricles JM, Hodgson IC. Localized damage detection algorithm and implementation on a large-scale steel beam-to-column moment connection Earthquake Spectra. 31: 1543-1566. DOI: 10.1193/031613Eqs069M |
0.415 |
|
| 2015 |
Cao L, Downey A, Laflamme S, Taylor D, Ricles J. Variable friction device for structural control based on duo-servo vehicle brake: Modeling and experimental validation Journal of Sound and Vibration. 348: 41-56. DOI: 10.1016/J.Jsv.2015.03.011 |
0.38 |
|
| 2015 |
Dong B, Sause R, Ricles JM. Accurate real-time hybrid earthquake simulations on large-scale MDOF steel structure with nonlinear viscous dampers Earthquake Engineering and Structural Dynamics. 44: 2035-2055. DOI: 10.1002/Eqe.2572 |
0.503 |
|
| 2015 |
Kolay C, Ricles JM. Response to 'Discussion of paper "Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation" by Chinmoy Kolay and James M. Ricles' in Earthquake Engineering and Structural Dynamics 2014; 43:1361-1380 Earthquake Engineering and Structural Dynamics. 44: 329-332. DOI: 10.1002/Eqe.2516 |
0.343 |
|
| 2015 |
Kolay C, Ricles JM, Marullo TM, Mahvashmohammadi A, Sause R. Implementation and application of the unconditionally stable explicit parametrically dissipative KR-α method for real-time hybrid simulation Earthquake Engineering and Structural Dynamics. 44: 735-755. DOI: 10.1002/Eqe.2484 |
0.456 |
|
| 2014 |
Ahmadi O, Ricles JM, Sause R. Seismic collapse resistance of self-centering steel moment resisting frame systems Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3KS6J53X |
0.309 |
|
| 2014 |
Dong B, Sause R, Ricles JM. Real-time hybrid simulation: Validation of PBD procedure for steel frames with nonlinear viscous dampers Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3833MZ8N |
0.394 |
|
| 2014 |
Friedman A, Dyke SJ, Phillips B, Ahn R, Dong B, Chae Y, Castaneda N, Jiang Z, Zhang J, Cha Y, Ozdagli AI, Spencer BF, Ricles J, Christenson R, Agrawal A, et al. Large-scale real-time hybrid simulation for evaluation of advanced damping system performance Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001093 |
0.419 |
|
| 2014 |
Cha YJ, Agrawal AK, Friedman A, Phillips B, Ahn R, Dong B, Dyke SJ, Spencer BF, Ricles J, Christenson R. Performance validations of semiactive controllers on large-scale moment-resisting frame equipped with 200-kN MR damper using real-time hybrid simulations Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000982 |
0.431 |
|
| 2014 |
Seo CY, Karavasilis TL, Ricles JM, Sause R. Seismic performance and probabilistic collapse resistance assessment of steel moment resisting frames with fluid viscous dampers Earthquake Engineering and Structural Dynamics. 43: 2135-2154. DOI: 10.1002/Eqe.2440 |
0.435 |
|
| 2014 |
Chae Y, Ricles JM, Sause R. Large-scale real-time hybrid simulation of a three-story steel frame building with magneto-rheological dampers Earthquake Engineering and Structural Dynamics. 43: 1915-1933. DOI: 10.1002/Eqe.2429 |
0.509 |
|
| 2014 |
Kolay C, Ricles JM. Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation Earthquake Engineering and Structural Dynamics. 43: 1361-1380. DOI: 10.1002/Eqe.2401 |
0.356 |
|
| 2013 |
Okazaki T, Lignos DG, Midorikawa M, Ricles JM, Love J. Damage to steel buildings observed after the 2011 Tohoku-oki earthquake Earthquake Spectra. 29: S219-S243. DOI: 10.1193/1.4000124 |
0.355 |
|
| 2013 |
Lin YC, Sause R, Ricles JM. Seismic performance of steel self-centering, moment-resisting frame: Hybrid simulations under design basis earthquake Journal of Structural Engineering (United States). 139: 1823-1832. DOI: 10.1061/(Asce)St.1943-541X.0000745 |
0.46 |
|
| 2013 |
Chae Y, Ricles JM, Sause R. Large-scale experimental studies of structural control algorithms for structures with magnetorheological dampers using real-time hybrid simulation Journal of Structural Engineering (United States). 139: 1215-1226. DOI: 10.1061/(Asce)St.1943-541X.0000691 |
0.456 |
|
| 2013 |
Lin Y, Sause R, Ricles J. Seismic Performance of a Large-Scale Steel Self-Centering Moment-Resisting Frame: MCE Hybrid Simulations and Quasi-Static Pushover Tests Journal of Structural Engineering-Asce. 139: 1227-1236. DOI: 10.1061/(Asce)St.1943-541X.0000661 |
0.441 |
|
| 2013 |
Cha YJ, Zhang J, Agrawal AK, Dong B, Friedman A, Dyke SJ, Ricles J. Comparative studies of semiactive control strategies for MR dampers: Pure simulation and real-time hybrid tests Journal of Structural Engineering (United States). 139: 1237-1248. DOI: 10.1061/(Asce)St.1943-541X.0000639 |
0.418 |
|
| 2013 |
Chae Y, Kazemibidokhti K, Ricles JM. Adaptive time series compensator for delay compensation of servo-hydraulic actuator systems for real-time hybrid simulation Earthquake Engineering and Structural Dynamics. 42: 1697-1715. DOI: 10.1002/Eqe.2294 |
0.426 |
|
| 2013 |
Chae Y, Ricles JM, Sause R. Modeling of a large-scale magneto-rheological damper for seismic hazard mitigation. Part II: Semi-active mode Earthquake Engineering and Structural Dynamics. 42: 687-703. DOI: 10.1002/Eqe.2236 |
0.375 |
|
| 2013 |
Chancellor NB, Sause R, Ricles JM, Tahmasebi E, Akbas T. Seismic response of post-tensioned steel rocking concentrically braced frames with various aspect ratios Eccomas Thematic Conference - Compdyn 2013: 4th International Conference On Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings - An Iacm Special Interest Conference. 2866-2879. |
0.311 |
|
| 2012 |
Chae Y, Tong S, Marullo TM, Ricles JM. Real-time hybrid simulation studies of complex large-scale systems using multi-grid processing 20th Analysis and Computation Specialty Conference - Proceedings of the Conference. 359-370. DOI: 10.1061/9780784412374.032 |
0.306 |
|
| 2012 |
Chen C, Ricles JM, Guo T. Improved adaptive inverse compensation technique for real-time hybrid simulation Journal of Engineering Mechanics. 138: 1432-1446. DOI: 10.1061/(Asce)Em.1943-7889.0000450 |
0.426 |
|
| 2012 |
Chen C, Ricles JM, Karavasilis TL, Chae Y, Sause R. Evaluation of a real-time hybrid simulation system for performance evaluation of structures with rate dependent devices subjected to seismic loading Engineering Structures. 35: 71-82. DOI: 10.1016/J.Engstruct.2011.10.006 |
0.481 |
|
| 2012 |
Karavasilis TL, Ricles JM, Sause R, Chen C. Experimental evaluation of the seismic performance of steel buildings with passive dampers using real-time hybrid simulation Geotechnical, Geological and Earthquake Engineering. 22: 323-343. DOI: 10.1007/978-94-007-1977-4_17 |
0.357 |
|
| 2012 |
Chen C, Ricles JM. Analysis of implicit HHT-α integration algorithm for real-time hybrid simulation Earthquake Engineering and Structural Dynamics. 41: 1021-1041. DOI: 10.1002/Eqe.1172 |
0.392 |
|
| 2012 |
Chen C, Ricles JM. Response to 'Discussion of paper "Real-time hybrid testing using the unconditionally stable explicit CR integration algorithm" by Cheng Chen, James M. Ricles, Thomas M. Marullo and Oya Mercan' in Earthquake Engineering and Structural Dynamics 2009; 38:23-44 Earthquake Engineering and Structural Dynamics. 41: 1065-1067. DOI: 10.1002/Eqe.1160 |
0.358 |
|
| 2012 |
Chen C, Ricles JM. Large-scale real-time hybrid simulation involving multiple experimental substructures and adaptive actuator delay compensation Earthquake Engineering and Structural Dynamics. 41: 549-569. DOI: 10.1002/Eqe.1144 |
0.452 |
|
| 2012 |
Karavasilis TL, Sause R, Ricles JM. Seismic design and evaluation of steel moment-resisting frames with compressed elastomer dampers Earthquake Engineering and Structural Dynamics. 41: 411-429. DOI: 10.1002/Eqe.1136 |
0.453 |
|
| 2011 |
Chen C, Ricles JM. Real-Time Hybrid Simulation of a Steel MRF with Large Scale Passive Magneto-Rheological Fluid Dampers under Selected Ground Motions Advanced Materials Research. 3962-3965. DOI: 10.4028/Www.Scientific.Net/Amr.243-249.3962 |
0.402 |
|
| 2011 |
Karavasilis TL, Ricles JM, Sause R, Chen C. Experimental evaluation of the seismic performance of steel MRFs with compressed elastomer dampers using large-scale real-time hybrid simulation Engineering Structures. 33: 1859-1869. DOI: 10.1016/J.Engstruct.2011.01.032 |
0.487 |
|
| 2011 |
Chae Y, Ricles JM, Sause R. Collapse resistance of buildings with large-scale Magento-Rheological (MR) dampers Eccomas Thematic Conference - Compdyn 2011: 3rd International Conference On Computational Methods in Structural Dynamics and Earthquake Engineering: An Iacm Special Interest Conference, Programme. |
0.322 |
|
| 2011 |
Chen C, Pong W, Ricles JM. Performance evaluation of a steel MRF with large scale magneto-rheological dampers using real-time hybrid simulation Proceedings of the 8th International Conference On Structural Dynamics, Eurodyn 2011. 1763-1768. |
0.388 |
|
| 2010 |
Chen C, Ricles JM, Sause R, Christenson R. Experimental evaluation of an adaptive inverse compensation technique for real-time simulation of a large-scale magneto-rheological fluid damper Smart Materials and Structures. 19. DOI: 10.1088/0964-1726/19/2/025017 |
0.435 |
|
| 2010 |
Ricles JM, Sause R, Lin YC, Seo CY. Self-centering moment connections for damage-free seismic response of steel MRFs Structures Congress 2010. 955-966. DOI: 10.1061/41130(369)87 |
0.355 |
|
| 2010 |
Karavasilis TL, Ricles JM, Sause R, Chen C. Use of real-time hybrid simulation to evaluate the performance-based seismic design of steel MRFs with compressed elastomer dampers Structures Congress 2010. 2279-2290. DOI: 10.1061/41130(369)207 |
0.37 |
|
| 2010 |
Sause R, Ricles JM, Roke DA, Chancellor NB, Gonner NP. Large-scale experimental studies of damage-free self-centering concentrically-braced frame under seismic loading Structures Congress 2010. 1498-1509. DOI: 10.1061/41130(369)136 |
0.322 |
|
| 2010 |
Karavasilis TL, Sause R, Ricles JM. Design of steel buildings for earthquake conditions using next-generation elastomeric dampers Structures Congress 2010. 1417-1427. DOI: 10.1061/41130(369)129 |
0.348 |
|
| 2010 |
Chen C, Ricles JM. Tracking error-based servohydraulic actuator adaptive compensation for real-time hybrid simulation Journal of Structural Engineering. 136: 432-440. DOI: 10.1061/(Asce)St.1943-541X.0000124 |
0.436 |
|
| 2010 |
Chen C, Ricles JM. Stability analysis of direct integration algorithms applied to MDOF nonlinear structural dynamics Journal of Engineering Mechanics. 136: 485-495. DOI: 10.1061/(Asce)Em.1943-7889.0000083 |
0.358 |
|
| 2010 |
Chen C, Ricles JM. A model reference adaptive control based method for actuator delay estimation in real-time testing Frontiers of Architecture and Civil Engineering in China. 4: 277-286. DOI: 10.1007/S11709-010-0072-8 |
0.454 |
|
| 2010 |
Chen C, Ricles JM. Actuator delay compensation for real-time hybrid simulation involving multiple large-scale servo-hydraulic actuators 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 9: 7315-7324. |
0.323 |
|
| 2010 |
Karavasilis TL, Sause R, Ricles JM. Seismic design and performance of steel MRFs with elastomeric dampers 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 7: 5342-5351. |
0.357 |
|
| 2010 |
Ricles JM, Christopoulos C, Sause R, Garlock ME. Development of self-centering steel moment-resisting frames for damage-free seismic resistant buildings 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 2: 1310-1319. |
0.305 |
|
| 2010 |
Chen C, Ricles JM, Sause R, Karavasilis TL. Experimental evaluation of steel MRF performance with large scale passive Magneto-Rheological dampers for seismic hazard mitigation using real-time hybrid simulation 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 6: 4749-4758. |
0.389 |
|
| 2010 |
Ricles JM, Karavasilis TL, Sause R, Chen C. Performance assessment of building systems with elastomeric dampers using real-time hybrid simulation 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 4: 3048-3057. |
0.364 |
|
| 2010 |
Sause R, Ricles JM, Roke DA, Chancellor NB, Gonner NP. Seismic performance of a self-centering rocking concentrically-braced frame 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 2: 1280-1289. |
0.321 |
|
| 2009 |
Chen C, Ricles JM. Experimental evaluation of an adaptive actuator control scheme for real-time tests of large-scale magneto-rheological damper under variable current inputs Proceedings of the Asme Conference On Smart Materials, Adaptive Structures and Intelligent Systems 2009, Smasis2009. 1: 457-462. DOI: 10.1115/SMASIS2009-1302 |
0.331 |
|
| 2009 |
Chen C, Ricles JM. Servo-hydraulic actuator control for real-time hybrid simulation Proceedings of the American Control Conference. 5222-5227. DOI: 10.1109/ACC.2009.5160186 |
0.317 |
|
| 2009 |
Roke D, Sause R, Ricles JM, Gonner N. Design concepts for damage-free seismic-resistant self-centering steel concentrically braced frames Proceedings of the 2009 Structures Congress - Don'T Mess With Structural Engineers: Expanding Our Role. 1421-1430. DOI: 10.1061/41031(341)155 |
0.322 |
|
| 2009 |
Wolski M, Ricles JM, Sause R. Experimental study of a self-centering beam-column connection with bottom flange friction device Journal of Structural Engineering. 135: 479-488. DOI: 10.1061/(Asce)St.1943-541X.0000006 |
0.417 |
|
| 2009 |
Mercan O, Ricles JM. Experimental studies on real-time testing of structures with elastomeric dampers Journal of Structural Engineering. 135: 1124-1133. DOI: 10.1061/(Asce)0733-9445(2009)135:9(1124) |
0.736 |
|
| 2009 |
Lee K, Ricles J, Sause R. Performance-Based Seismic Design of Steel MRFs with Elastomeric Dampers Journal of Structural Engineering-Asce. 135: 489-498. DOI: 10.1061/(Asce)0733-9445(2009)135:5(489) |
0.394 |
|
| 2009 |
Iyama J, Ricles JM. Prediction of fatigue life of welded beam-to-column connections under earthquake loading Journal of Structural Engineering. 135: 1472-1480. DOI: 10.1061/(Asce)0733-9445(2009)135:12(1472) |
0.406 |
|
| 2009 |
Iyama J, Seo CY, Ricles JM, Sause R. Self-centering MRFs with bottom flange friction devices under earthquake loading Journal of Constructional Steel Research. 65: 314-325. DOI: 10.1016/J.Jcsr.2008.02.018 |
0.361 |
|
| 2009 |
Chen C, Ricles JM. Analysis of actuator delay compensation methods for real-time testing Engineering Structures. 31: 2643-2655. DOI: 10.1016/J.Engstruct.2009.06.012 |
0.436 |
|
| 2009 |
Ricles JM, Sause R, Karavasilis TL, Chen C. Performance-Based Seismic Design and Experimental Evaluation of Steel MRFs with Compressed Elastomer Dampers Geotechnical, Geological and Earthquake Engineering. 9: 277-286. DOI: 10.1007/978-90-481-8746-1_26 |
0.354 |
|
| 2009 |
Chen C, Ricles JM. Improving the inverse compensation method for real-time hybrid simulation through a dual compensation scheme Earthquake Engineering and Structural Dynamics. 38: 1237-1255. DOI: 10.1002/Eqe.904 |
0.391 |
|
| 2009 |
Mercan O, Ricles JM, Sause R, Marullo T. Kinematic transformations for planar multi-directional pseudodynamic testing Earthquake Engineering and Structural Dynamics. 38: 1093-1119. DOI: 10.1002/Eqe.886 |
0.717 |
|
| 2009 |
Chen C, Ricles JM, Marullo TM, Mercan O. Real-time hybrid testing using the unconditionally stable explicit CR integration algorithm Earthquake Engineering and Structural Dynamics. 38: 23-44. DOI: 10.1002/Eqe.838 |
0.72 |
|
| 2008 |
Mercan O, Ricles J, Sause R, Marullo T. Real-time large-scale hybrid testing for seismic performance evaluation of smart structuresOya Smart Structures and Systems. 4: 667-684. DOI: 10.12989/Sss.2008.4.5.667 |
0.467 |
|
| 2008 |
Lee CH, Chin CH, Marullo T, Bryan P, Sause R, Ricles JM. Data model for large-scale structural experiments Journal of Earthquake Engineering. 12: 115-135. DOI: 10.1080/13632460701299120 |
0.392 |
|
| 2008 |
Herrera RA, Ricles JM, Sause R. Seismic performance evaluation of a large-scale composite MRF using pseudodynamic testing Journal of Structural Engineering. 134: 279-288. DOI: 10.1061/(Asce)0733-9445(2008)134:2(279) |
0.456 |
|
| 2008 |
Ricles JM, Chen C. Development of direct integration algorithms for structural dynamics using discrete control theory Journal of Engineering Mechanics. 134: 676-683. DOI: 10.1061/(Asce)0733-9399(2008)134:8(676) |
0.325 |
|
| 2008 |
Garlock MM, Ricles JM, Sause R. Influence of design parameters on seismic response of post-tensioned steel MRF systems Engineering Structures. 30: 1037-1047. DOI: 10.1016/J.Engstruct.2007.05.026 |
0.385 |
|
| 2008 |
Mercan O, Ricles JM. Stability analysis for real-time pseudodynamic and hybrid pseudodynamic testing with multiple sources of delay Earthquake Engineering and Structural Dynamics. 37: 1269-1293. DOI: 10.1002/Eqe.814 |
0.73 |
|
| 2008 |
Chen C, Ricles JM. Stability analysis of SDOF real-time hybrid testing systems with explicit integration algorithms and actuator delay Earthquake Engineering and Structural Dynamics. 37: 597-613. DOI: 10.1002/Eqe.775 |
0.443 |
|
| 2008 |
Chen C, Ricles JM. Real-Time hybrid testing using an unconditionally stable explicit integration algorithm Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.372 |
|
| 2007 |
Mercan O, Ricles JM, Sause R. Implementation of real-time hybrid pseudodynamic test method for evaluating seismic hazard mitigation measures Structural Engineering Research Frontiers. DOI: 10.1061/40944(249)2 |
0.73 |
|
| 2007 |
Fahnestock LA, Ricles JM, Sause R. Experimental evaluation of a large-scale buckling-restrained braced frame Journal of Structural Engineering. 133: 1205-1214. DOI: 10.1061/(Asce)0733-9445(2007)133:9(1205) |
0.457 |
|
| 2007 |
Fahnestock LA, Sause R, Ricles JM. Seismic response and performance of buckling-restrained braced frames Journal of Structural Engineering. 133: 1195-1204. DOI: 10.1061/(Asce)0733-9445(2007)133:9(1195) |
0.432 |
|
| 2007 |
Garlock MM, Sause R, Ricles JM. Behavior and design of posttensioned steel frame systems Journal of Structural Engineering. 133: 389-399. DOI: 10.1061/(Asce)0733-9445(2007)133:3(389) |
0.414 |
|
| 2007 |
Sause R, Lee K, Ricles JM. Rate-Independent and Rate-Dependent Models for Hysteretic Behavior of Elastomers Journal of Engineering Mechanics-Asce. 133: 1162-1170. DOI: 10.1061/(Asce)0733-9399(2007)133:11(1162) |
0.341 |
|
| 2007 |
Mercan O, Ricles JM. Stability and accuracy analysis of outer loop dynamics in real-time pseudodynamic testing of SDOF systems Earthquake Engineering and Structural Dynamics. 36: 1523-1543. DOI: 10.1002/Eqe.701 |
0.732 |
|
| 2006 |
Harries K, Ricles J, Pissiki S, Sause R. Seismic Retrofit of Lap Splices in Nonductile Columns Using CFRP Jackets Aci Structural Journal. 103: 226-236. DOI: 10.14359/18242 |
0.336 |
|
| 2006 |
Ricles JM, Zhang X. Seismic performance of reduced beam section moment connections to deep columns Proceedings of the Structures Congress and Exposition. 2006: 47. DOI: 10.1061/40889(201)47 |
0.321 |
|
| 2006 |
Zhang X, Ricles JM. Seismic behavior of reduced beam section moment connections to deep columns Journal of Structural Engineering. 132: 358-367. DOI: 10.1061/(Asce)0733-9445(2006)132:3(358) |
0.358 |
|
| 2006 |
Zhang X, Ricles JM. Experimental evaluation of reduced beam section connections to deep columns Journal of Structural Engineering. 132: 346-357. DOI: 10.1061/(Asce)0733-9445(2006)132:3(346) |
0.394 |
|
| 2006 |
Wolski M, Ricles JM, Sause R. Seismic resistant self-centering steel moment resisting frames with bottom flange friction devices Proceedings of the 5th International Conference On Behaviour of Steel Structures in Seismic Areas - Stessa 2006. 481-487. |
0.304 |
|
| 2006 |
Mercan O, Ricles JM, Marullo TM. Real-time pseudodynamic testing of steel structures equipped with passive dampers Proceedings of the 5th International Conference On Behaviour of Steel Structures in Seismic Areas - Stessa 2006. 519-525. |
0.725 |
|
| 2006 |
Mercan O, Zhang X, Ricles JM. State space control design for real-time pseudodynamic testing applications 8th Us National Conference On Earthquake Engineering 2006. 3: 1495-1504. |
0.692 |
|
| 2006 |
Fahnestock LA, Sause R, Ricles JM. Analytical studies and pseudo-dynamic testing of an earthquake-resistant buckling-restrained braced frame Proceedings of the 5th International Conference On Behaviour of Steel Structures in Seismic Areas - Stessa 2006. 495-501. |
0.32 |
|
| 2006 |
Rojas PC, Caballero M, Ricles JM, Sause R. Post-tensioned friction damped connections for the seismic retrofit of steel moment resisting frames 8th Us National Conference On Earthquake Engineering 2006. 16: 9928-9937. |
0.354 |
|
| 2006 |
Fahnestock LA, Ricles JM, Sause R. Experimental study of a large-scale buckling-restrained braced frame using the pseudo-dynamic testing method 8th Us National Conference On Earthquake Engineering 2006. 12: 6860-6869. |
0.386 |
|
| 2005 |
Varma AH, Sause R, Ricles JM, Li Q. Development And Validation Of Fiber Model For High-Strength Square Concrete-Filled Steel Tube Beam-Columns Aci Structural Journal. 102: 73-84. DOI: 10.14359/13532 |
0.367 |
|
| 2005 |
Rojas P, Ricles JM, Sause R. Seismic performance of post-tensioned steel moment resisting frames with friction devices Journal of Structural Engineering. 131: 529-540. DOI: 10.1061/(Asce)0733-9445(2005)131:4(529) |
0.418 |
|
| 2005 |
Garlock MM, Ricles JM, Sause R. Experimental studies of full-scale posttensioned steel connections Journal of Structural Engineering. 131: 438-448. DOI: 10.1061/(Asce)0733-9445(2005)131:3(438) |
0.417 |
|
| 2005 |
Bruneau M, Engelhardt M, Filiatrault A, Goel SC, Itani A, Hajjar J, Leon R, Ricles J, Stojadinovic B, Uang CM. Review of selected recent research on US seismic design and retrofit strategies for steel structures Progress in Structural Engineering and Materials. 7: 103-114. DOI: 10.1002/Pse.192 |
0.681 |
|
| 2005 |
Lee K, Fan C, Sause R, Ricles J. Simplified design procedure for frame buildings with viscoelastic or elastomeric structural dampers Earthquake Engineering & Structural Dynamics. 34: 1271-1284. DOI: 10.1002/Eqe.479 |
0.412 |
|
| 2005 |
Zhang Y, Sause R, Ricles JM, Naito CJ. Modified predictor-corrector numerical scheme for real-time pseudo dynamic tests using state-space formulation Earthquake Engineering and Structural Dynamics. 34: 271-288. DOI: 10.1002/Eqe.425 |
0.427 |
|
| 2004 |
Sause R, Harries KA, Walkup SL, Pessiki S, Ricles JM. Flexural Behavior of Concrete Columns Retrofitted with Carbon Fiber-Reinforced Polymer Jackets Aci Structural Journal. 101: 708-716. DOI: 10.14359/13393 |
0.344 |
|
| 2004 |
Ricles JM, Peng SW, Lu LW. Seismic behavior of composite concrete filled steel tube column-wide flange beam moment connections Journal of Structural Engineering. 130: 223-232. DOI: 10.1061/(Asce)0733-9445(2004)130:2(223) |
0.444 |
|
| 2004 |
Varma AH, Ricles JM, Sause R, Lu LW. Seismic behavior and design of high-strength square concrete-filled steel tube beam columns Journal of Structural Engineering. 130: 169-179. DOI: 10.1061/(Asce)0733-9445(2004)130:2(169) |
0.395 |
|
| 2003 |
Varma AH, Ricles JM, Sause R, Lu L. Closure to ¿Experimental Behavior of High Strength Square Concrete-Filled Steel Tube Beam-Columns¿ by Amit H. Varma, James M. Ricles, Richard Sause, and Le-We Lu Journal of Structural Engineering-Asce. 129: 1286-1286. DOI: 10.1061/(Asce)0733-9445(2003)129:9(1286) |
0.312 |
|
| 2003 |
Garlock MM, Ricles JM, Sause R. Cyclic load tests and analysis of bolted top-and-seat angle connections Journal of Structural Engineering. 129: 1615-1625. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1615) |
0.394 |
|
| 2003 |
Ricles JM, Mao C, Lu LW, Fisher JW. Ductile details for welded unreinforced moment connections subject to inelastic cyclic loading Engineering Structures. 25: 667-680. DOI: 10.1016/S0141-0296(02)00176-1 |
0.583 |
|
| 2003 |
Fahnestock LA, Sause R, Ricles JM, Lu LW. Ductility demands on buckling-restrained braced frames under earthquake loading Earthquake Engineering and Engineering Vibration. 2: 255-268. DOI: 10.1007/S11803-003-0009-5 |
0.459 |
|
| 2003 |
Fahnestock LA, Sause R, Ricles JM, Lu LW. Ductility demands on buckling-restrained braced frames under earthquake loading Earthquake Engineering and Engineering Vibration. 2: 255-268. |
0.357 |
|
| 2002 |
Ricles JM, Sause R, Peng SW, Lu LW. Experimental evaluation of earthquake resistant posttensioned steel connections Journal of Structural Engineering. 128: 850-859. DOI: 10.1061/(Asce)0733-9445(2002)128:7(850) |
0.432 |
|
| 2002 |
Ricles JM, Mao C, Lu LW, Fisher JW. Inelastic cyclic testing of welded unreinforced moment connections Journal of Structural Engineering. 128: 429-440. DOI: 10.1061/(Asce)0733-9445(2002)128:4(429) |
0.555 |
|
| 2002 |
Varma AH, Ricles JM, Sause R, Lu LW. Experimental behavior of high strength square concrete-filled steel tube beam-columns Journal of Structural Engineering. 128: 309-318. DOI: 10.1061/(Asce)0733-9445(2002)128:3(309) |
0.389 |
|
| 2002 |
Chicoine T, Tremblay R, Massicotte B, Ricles JM, Lu LW. Behavior and strength of partially encased composite columns with built-up shapes Journal of Structural Engineering. 128: 279-288. DOI: 10.1061/(Asce)0733-9445(2002)128:3(279) |
0.399 |
|
| 2002 |
Green PS, Sause R, Ricles JM. Strength and ductility of HPS flexural members Journal of Constructional Steel Research. 58: 907-941. DOI: 10.1016/S0143-974X(01)00102-X |
0.39 |
|
| 2002 |
Varma AH, Ricles JM, Sause R, Lu LW. Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam-columns Journal of Constructional Steel Research. 58: 725-758. DOI: 10.1016/S0143-974X(01)00099-2 |
0.389 |
|
| 2002 |
Ricles JM, Fisher JW, Lu LW, Kaufmann EJ. Development of improved welded moment connections for earthquake-resistant design Journal of Constructional Steel Research. 58: 565-604. DOI: 10.1016/S0143-974X(01)00095-5 |
0.394 |
|
| 2001 |
Pessiki S, Harries KA, Kestner JT, Sause R, Ricles JM. Axial behavior of reinforced concrete columns confined with FRP jackets Journal of Composites For Construction. 5: 237-245. DOI: 10.1061/(Asce)1090-0268(2001)5:4(237) |
0.365 |
|
| 2001 |
Mao C, Ricles J, Lu L, Fisher J. Effect of Local Details on Ductility of Welded Moment Connections Journal of Structural Engineering-Asce. 127: 1036-1044. DOI: 10.1061/(Asce)0733-9445(2001)127:9(1036) |
0.539 |
|
| 2001 |
Ricles JM, Sause R, Garlock MM, Zhao C. Posttensioned seismic-resistant connections for steel frames Journal of Structural Engineering New York, N.Y.. 127: 113-121. DOI: 10.1061/(Asce)0733-9445(2001)127:2(113) |
0.437 |
|
| 2000 |
Lu LW, Ricles JM, Mao C, Fisher JW. Critical issues in achieving ductile behaviour of welded moment connections Journal of Constructional Steel Research. 55: 325-341. DOI: 10.1016/S0143-974X(99)00092-9 |
0.521 |
|
| 1999 |
Kosmatka JB, Ricles JM. Damage detection in structures by modal vibration characterization Journal of Structural Engineering. 125: 1384-1392. DOI: 10.1061/(Asce)0733-9445(1999)125:12(1384) |
0.392 |
|
| 1998 |
Escobedo-Torres J, Ricles JM. The fractional order elastic-viscoelastic equations of motion: Formulation and solution methods Journal of Intelligent Material Systems and Structures. 9: 489-502. DOI: 10.1177/1045389X9800900701 |
0.365 |
|
| 1998 |
Ricles JM, Yang YS, Priestley MJN. Modeling nonductile R/C columns for seismic analysis of bridges Journal of Structural Engineering. 124: 415-425. DOI: 10.1061/(Asce)0733-9445(1998)124:4(415) |
0.402 |
|
| 1998 |
Ricles JM, Sause R, Green PS. High-strength steel: implications of material and geometric characteristics on inelastic flexural behavior Engineering Structures. 20: 323-335. DOI: 10.1016/S0141-0296(97)00024-2 |
0.394 |
|
| 1997 |
Ricles JM, Lu LW, Graham WW, Vermaas GW. Seismic performance of CFT column-WF beam rigid connections Proceedings of the Engineering Foundation Conference. 282-297. |
0.312 |
|
| 1996 |
Ricles J, Gillum T. Grout Repair of Dent-Damaged Steel Marine Tubulars Journal of Waterway Port Coastal and Ocean Engineering-Asce. 122: 110-117. DOI: 10.1061/(Asce)0733-950X(1996)122:3(110) |
0.368 |
|
| 1995 |
Ricles JM, Lu LW, Sooi TK, Vermaas GW, Graham WW. Seismic performance of concrete filled tube column-to-wf beam moment connections Proceedings - Annual Technical Session, Structural Stability Research Council. 83-102. |
0.341 |
|
| 1994 |
Ricles JM, Paboojian SD. Seismic performance of steel-encased composite columns Journal of Structural Engineering (United States). 120: 2474-2494. DOI: 10.1061/(Asce)0733-9445(1994)120:8(2474) |
0.426 |
|
| 1994 |
Ricles JM, Gillum TE, Lamport W. Grout repair of dented offshore tubular bracing—experimental behavior Journal of Structural Engineering (United States). 120: 2086-2107. DOI: 10.1061/(Asce)0733-9445(1994)120:7(2086) |
0.354 |
|
| 1994 |
Ricles JM, Popov EP. Inelastic link element for EBF seismic analysis Journal of Structural Engineering (United States). 120: 441-463. DOI: 10.1061/(Asce)0733-9445(1994)120:2(441) |
0.392 |
|
| 1993 |
Ricles JM, Leger P. Marine component fatigue reliability Journal of Structural Engineering (United States). 119: 2215-2234. DOI: 10.1061/(Asce)0733-9445(1993)119:7(2215) |
0.35 |
|
| 1993 |
Ricles JM, Leger P. Use of load-dependent vectors for dynamic analysis of large space structures Communications in Numerical Methods in Engineering. 9: 897-908. DOI: 10.1002/Cnm.1640091106 |
0.378 |
|
| 1992 |
Ricles JM, Kosmatka JB. Damage detection in elastic structures using vibratory residual forces and weighted sensitivity Aiaa Journal. 30: 2310-2316. DOI: 10.2514/3.11219 |
0.373 |
|
| 1990 |
Leger P, Ricles JM, Robayo LJ. Reducing modal truncation error in the wave response analysis of offshore structures Communications in Applied Numerical Methods. 6: 7-16. DOI: 10.1002/Cnm.1630060103 |
0.335 |
|
| 1989 |
Ricles JM, Popov EP. Composite action in eccentrically braced frames Journal of Structural Engineering (United States). 115: 2046-2066. DOI: 10.1061/(Asce)0733-9445(1989)115:8(2046) |
0.414 |
|
| 1983 |
Ricles JM, Yura JA. Strength of Double‐Row Bolted‐Web Connections Journal of Structural Engineering-Asce. 109: 126-142. DOI: 10.1061/(Asce)0733-9445(1983)109:1(126) |
0.386 |
|
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