| Year |
Citation |
Score |
| 2019 |
Davis NT, Hoomaan E, Agrawal AK, Sanayei M, Jalinoos F“. Foundation Reuse in Accelerated Bridge Construction Journal of Bridge Engineering. 24: 5019010. DOI: 10.1061/(Asce)Be.1943-5592.0001455 |
0.324 |
|
| 2019 |
Amjadian M, Agrawal AK. Seismic response control of multi-story base-isolated buildings using a smart electromagnetic friction damper with smooth hysteretic behavior Mechanical Systems and Signal Processing. 130: 409-432. DOI: 10.1016/J.Ymssp.2019.05.018 |
0.467 |
|
| 2019 |
Cimellaro GP, Crupi P, Kim HU, Agrawal A. Modeling interdependencies of critical infrastructures after hurricane Sandy International Journal of Disaster Risk Reduction. 38: 101191. DOI: 10.1016/J.Ijdrr.2019.101191 |
0.302 |
|
| 2019 |
Chen X, Agrawal AK, El-Tawil S, Xu X, Cao R, Wong W. Inelastic behavior of a bridge bent subjected to truck impact: Experimental and computational study Engineering Structures. 199: 109543. DOI: 10.1016/J.Engstruct.2019.109543 |
0.358 |
|
| 2019 |
Tran KT, Jalinoos F, Nguyen TD, Agrawal AK. Evaluation of Bridge Abutment with Ultraseismic Waveform Tomography: Field Data Application Journal of Nondestructive Evaluation. 38: 1-13. DOI: 10.1007/S10921-019-0631-4 |
0.321 |
|
| 2019 |
Tran KT, Jalinoos F(, Agrawal AK. Characterization of Concrete Pile Groups with 2-D Seismic Waveform Tomography Journal of Nondestructive Evaluation. 38: 1-12. DOI: 10.1007/S10921-019-0565-X |
0.319 |
|
| 2019 |
Amjadian M, Agrawal AK. Feasibility study of using a semiactive electromagnetic friction damper for seismic response control of horizontally curved bridges Structural Control & Health Monitoring. 26. DOI: 10.1002/Stc.2333 |
0.455 |
|
| 2018 |
Amjadian M, Agrawal AK. Dynamic characteristics of horizontally curved bridges Journal of Vibration and Control. 24: 4465-4483. DOI: 10.1177/1077546317726637 |
0.359 |
|
| 2018 |
Amjadian M, Kalantari A, Agrawal AK. Analytical study of the coupled motions of decks in skew bridges with the deck–abutment collision Journal of Vibration and Control. 24: 1077546316659781. DOI: 10.1177/1077546316659781 |
0.38 |
|
| 2018 |
Singhal A, Kamga C, Agrawal AK. LADAR-based collision warning sensor to prevent over-height vehicle bridge hits Iet Intelligent Transport Systems. 12: 689-695. DOI: 10.1049/Iet-Its.2017.0117 |
0.319 |
|
| 2018 |
Amjadian M, Agrawal AK. Modeling, design, and testing of a proof-of-concept prototype damper with friction and eddy current damping effects Journal of Sound and Vibration. 413: 225-249. DOI: 10.1016/J.Jsv.2017.10.025 |
0.403 |
|
| 2018 |
Qu K, Tang H, Agrawal A, Cai Y, Jiang C. Numerical investigation of hydrodynamic load on bridge deck under joint action of solitary wave and current Applied Ocean Research. 75: 100-116. DOI: 10.1016/J.Apor.2018.02.020 |
0.321 |
|
| 2017 |
Amjadian M, Agrawal AK. Vibration control using a variable coil-based friction damper Proceedings of Spie. 10164. DOI: 10.1117/12.2257143 |
0.446 |
|
| 2017 |
Whitney R, Agrawal AK. Ground Motion Characteristics of the 2015 Gorkha, Nepal, Earthquake and Its Effects on a Prototype Unreinforced Masonry Building Journal of Structural Engineering-Asce. 143: 4016220. DOI: 10.1061/(Asce)St.1943-541X.0001717 |
0.349 |
|
| 2017 |
Qu K, Tang HS, Agrawal A, Cai Y. Hydrodynamic Effects of Solitary Waves Impinging on a Bridge Deck with Air Vents Journal of Bridge Engineering. 22: 4017024. DOI: 10.1061/(Asce)Be.1943-5592.0001040 |
0.307 |
|
| 2017 |
Amjadian M, Agrawal AK. A passive electromagnetic eddy current friction damper (PEMECFD): Theoretical and analytical modeling Structural Control & Health Monitoring. 24. DOI: 10.1002/Stc.1978 |
0.392 |
|
| 2017 |
Cha Y, Agrawal AK. Seismic retrofit of MRF buildings using decentralized semi‐active control for multi‐target performances Earthquake Engineering & Structural Dynamics. 46: 409-424. DOI: 10.1002/Eqe.2796 |
0.476 |
|
| 2016 |
Cha YJ, Agrawal AK. Robustness studies of sensor faults and noises for semi-active control strategies using large-scale magnetorheological dampers Jvc/Journal of Vibration and Control. 22: 1228-1243. DOI: 10.1177/1077546314535947 |
0.345 |
|
| 2016 |
Amjadian M, Agrawal AK. Analytical modeling of a simple passive electromagnetic eddy current friction damper Proceedings of Spie. 9799. DOI: 10.1117/12.2218913 |
0.393 |
|
| 2016 |
Amjadian M, Agrawal AK. Rigid-Body Motion of Horizontally Curved Bridges Subjected to Earthquake-Induced Pounding Journal of Bridge Engineering. 21: 4016090. DOI: 10.1061/(Asce)Be.1943-5592.0000962 |
0.401 |
|
| 2016 |
Whitney R, Agrawal AK. Direct displacement based seismic design for timber flexible diaphragms in masonry shear wall buildings Engineering Structures. 123: 263-274. DOI: 10.1016/J.Engstruct.2016.05.019 |
0.401 |
|
| 2015 |
Liu H, Torres DM, Agrawal AK, Yi Z, Liu G. Simplified blast-load effects on the column and bent beam of highway bridges Journal of Bridge Engineering. 20. DOI: 10.1061/(Asce)Be.1943-5592.0000738 |
0.699 |
|
| 2015 |
Gong X, Agrawal AK. Numerical simulation of fire damage to a long-span truss bridge Journal of Bridge Engineering. 20. DOI: 10.1061/(Asce)Be.1943-5592.0000707 |
0.382 |
|
| 2015 |
Chen L, Xiao Y, Xiao G, Liu C, Agrawal AK. Test and numerical simulation of truck collision with anti-ram bollards International Journal of Impact Engineering. 75: 1-10. DOI: 10.1016/J.Ijimpeng.2014.07.011 |
0.339 |
|
| 2015 |
Whitney R, Agrawal AK. Seismic performance of flexible timber diaphragms: Damping, force-displacement and natural period Engineering Structures. 101: 583-590. DOI: 10.1016/J.Engstruct.2015.07.042 |
0.385 |
|
| 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 |
0.414 |
|
| 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 |
0.44 |
|
| 2014 |
Yi Z, Agrawal AK, Ettouney M, Alampalli S. Blast load effects on highway bridges. II: Failure modes and multihazard correlations Journal of Bridge Engineering. 19. DOI: 10.1061/(Asce)Be.1943-5592.0000548 |
0.697 |
|
| 2014 |
Yi Z, Agrawal AK, Ettouney M, Alampalli S. Blast load effects on highway bridges. I: Modeling and blast load effects Journal of Bridge Engineering. 19. DOI: 10.1061/(Asce)Be.1943-5592.0000547 |
0.685 |
|
| 2014 |
Cha YJ, Agrawal AK, Phillips BM, Spencer BF. Direct performance-based design with 200kN MR dampers using multi-objective cost effective optimization for steel MRFs Engineering Structures. 71: 60-72. DOI: 10.1016/J.Engstruct.2014.04.023 |
0.346 |
|
| 2013 |
Agrawal AK, Liu G, Alampalli S. Effects of truck impacts on bridge piers Advanced Materials Research. 639: 13-25. DOI: 10.4028/Www.Scientific.Net/Amr.639-640.13 |
0.418 |
|
| 2013 |
Cha YJ, Kim Y, Raich AM, Agrawal AK. Multi-objective optimization for actuator and sensor layouts of actively controlled 3D buildings Jvc/Journal of Vibration and Control. 19: 942-960. DOI: 10.1177/1077546311430105 |
0.373 |
|
| 2013 |
Cha YJ, Agrawal AK, Dyke SJ. Time delay effects on large-scale MR damper based semi-active control strategies Smart Materials and Structures. 22. DOI: 10.1088/0964-1726/22/1/015011 |
0.417 |
|
| 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 |
0.468 |
|
| 2013 |
Cha YJ, Agrawal AK. Decentralized output feedback polynomial control of seismically excited structures using genetic algorithm Structural Control and Health Monitoring. 20: 241-258. DOI: 10.1002/Stc.486 |
0.457 |
|
| 2013 |
Cha Y, Raich A, Barroso L, Agrawal A. Optimal placement of active control devices and sensors in frame structures using multi‐objective genetic algorithms Structural Control & Health Monitoring. 20: 16-44. DOI: 10.1002/Stc.468 |
0.339 |
|
| 2013 |
Cha YJ, Agrawal AK. Velocity based semi-active turbo-Lyapunov control algorithms for seismically excited nonlinear smart structures Structural Control and Health Monitoring. 20: 1043-1056. DOI: 10.1002/Stc.1517 |
0.464 |
|
| 2012 |
Agrawal AK, Ghosn M, Alampalli S, Pan Y. Seismic fragility of retrofitted multispan continuous steel bridges in New York Journal of Bridge Engineering. 17: 562-575. DOI: 10.1061/(Asce)Be.1943-5592.0000290 |
0.385 |
|
| 2012 |
Cha YJ, Agrawal AK, Kim Y, Raich AM. Multi-objective genetic algorithms for cost-effective distributions of actuators and sensors in large structures Expert Systems With Applications. 39: 7822-7833. DOI: 10.1016/J.Eswa.2012.01.070 |
0.393 |
|
| 2010 |
Xu Z, Agrawal A. Decomposition and Effects of Pulse Components in Near-Field Ground Motions Journal of Structural Engineering-Asce. 136: 690-699. DOI: 10.1061/(Asce)St.1943-541X.0000122 |
0.31 |
|
| 2010 |
Agrawal AK, Kawaguchi A, Chen Z. Deterioration Rates of Typical Bridge Elements in New York Journal of Bridge Engineering. 15: 419-429. DOI: 10.1061/(Asce)Be.1943-5592.0000123 |
0.301 |
|
| 2010 |
Pan Y, Agrawal AK, Ghosn M, Alampalli S. Seismic fragility of multispan simply supported steel highway bridges in New York State. I: Bridge modeling, parametric analysis, and retrofit design Journal of Bridge Engineering. 15: 448-461. DOI: 10.1061/(Asce)Be.1943-5592.0000085 |
0.417 |
|
| 2010 |
Pan Y, Agrawal AK, Ghosn M, Alampalli S. Seismic fragility of multispan simply supported steel highway bridges in New York State. II: Fragility analysis, fragility curves, and fragility surfaces Journal of Bridge Engineering. 15: 462-472. DOI: 10.1061/(Asce)Be.1943-5592.0000055 |
0.426 |
|
| 2009 |
Agrawal AK, Xu Z. Parametric Sensitivity of Ground Motion Pulse Filter for Response Control of Base-Isolated Buildings Journal of Earthquake Engineering. 13: 407-425. DOI: 10.1080/13632460902837694 |
0.367 |
|
| 2009 |
Agrawal AK, Nagarajaiah S. Benchmark structural control problem for a seismically excited highway bridge: Phase I and II Structural Control and Health Monitoring. 16: 503-508. DOI: 10.1002/Stc.336 |
0.452 |
|
| 2009 |
Agrawal A, Tan P, Nagarajaiah S, Zhang J. Benchmark structural control problem for a seismically excited highway bridge-part I: Phase I problem definition Structural Control and Health Monitoring. 16: 509-529. DOI: 10.1002/Stc.301 |
0.468 |
|
| 2009 |
Tan P, Agrawal AK. Benchmark structural control problem for a seismically excited highway bridge—Part II: Phase I Sample control designs Structural Control & Health Monitoring. 16: 530-548. DOI: 10.1002/Stc.300 |
0.488 |
|
| 2009 |
Nagarajaiah S, Narasimhan S, Agrawal A, Tan P. Benchmark structural control problem for a seismically excited highway bridge-part III: Phase II sample controller for the fully base-isolated case Structural Control and Health Monitoring. 16: 549-563. DOI: 10.1002/Stc.293 |
0.455 |
|
| 2008 |
Nagarajaiah S, Dyke S, Lynch JP, Smyth A, Agrawal A, Symans M, Johnson E. Current Directions of Structural Health Monitoring and Control in USA Advances in Science and Technology. 56: 277-286. DOI: 10.4028/Www.Scientific.Net/Ast.56.277 |
0.381 |
|
| 2008 |
He W, Agrawal AK. Analytical Model of Ground Motion Pulses for the Design and Assessment of Seismic Protective Systems Journal of Structural Engineering-Asce. 134: 1177-1188. DOI: 10.1061/(Asce)0733-9445(2008)134:7(1177) |
0.326 |
|
| 2008 |
Xu Z, Agrawal AK. Semi-active control of seismically excited base-isolated building model with friction pendulum systems Structural Control & Health Monitoring. 15: 769-784. DOI: 10.1002/Stc.271 |
0.485 |
|
| 2007 |
Pan Y, Agrawal AK, Ghosn M. Seismic fragility of continuous steel highway bridges in New York State Journal of Bridge Engineering. 12: 689-699. DOI: 10.1061/(Asce)1084-0702(2007)12:6(689) |
0.418 |
|
| 2007 |
Xu Z, Agrawal AK, He W-, Tan P. Performance of passive energy dissipation systems during near-field ground motion type pulses Engineering Structures. 29: 224-236. DOI: 10.1016/J.Engstruct.2006.04.020 |
0.319 |
|
| 2007 |
He W, Agrawal AK. Passive and hybrid control systems for seismic protection of a benchmark cable‐stayed bridge Structural Control & Health Monitoring. 14: 1-26. DOI: 10.1002/Stc.81 |
0.684 |
|
| 2007 |
Agrawal AK, Nagarajaiah S, Soong TT. Special Issue on ‘Benchmark Structural Control Problem for Seismically Excited Highway Bridge’ Structural Control and Health Monitoring. 14: 944-945. DOI: 10.1002/Stc.224 |
0.397 |
|
| 2006 |
Agrawal AK, Xu Z, He WL. Ground motion pulse-based active control of a linear base-isolated benchmark building Structural Control & Health Monitoring. 13: 792-808. DOI: 10.1002/Stc.112 |
0.42 |
|
| 2006 |
Xu Z, Agrawal AK, Yang JN. Semi-active and passive control of the phase I linear base-isolated benchmark building model Structural Control and Health Monitoring. 13: 626-648. DOI: 10.1002/Stc.102 |
0.64 |
|
| 2005 |
Ettouney MM, Alampalli S, Agrawal AK. Theory of multihazards for bridge structures Bridge Structures. 1: 281-291. DOI: 10.1080/15732480500275539 |
0.317 |
|
| 2005 |
Tan P, Agrawal AK, Pan Y. Near-field effects on seismically excited highway bridge equipped with nonlinear viscous dampers Bridge Structures. 1: 307-318. DOI: 10.1080/15732480500272718 |
0.34 |
|
| 2005 |
Alampalli S, Ettouney MM, Agrawal AK. Structural health monitoring for bridge maintenance Bridge Structures. 1: 345-354. DOI: 10.1080/15732480500252751 |
0.301 |
|
| 2004 |
Yang JN, Agrawal AK, Samali B, Wu J. Benchmark Problem for Response Control of Wind-Excited Tall Buildings Journal of Engineering Mechanics-Asce. 130: 437-446. DOI: 10.1061/(Asce)0733-9399(2004)130:4(437) |
0.568 |
|
| 2003 |
He WL, Agrawal AK, Yang JN. Novel Semiactive Friction Controller for Linear Structures against Earthquakes Journal of Structural Engineering-Asce. 129: 941-950. DOI: 10.1061/(Asce)0733-9445(2003)129:7(941) |
0.629 |
|
| 2003 |
Agrawal AK, Yang JN, He WL. Applications Of Some Semiactive Control Systems To Benchmark Cable-Stayed Bridge Journal of Structural Engineering-Asce. 129: 884-894. DOI: 10.1061/(Asce)0733-9445(2003)129:7(884) |
0.643 |
|
| 2002 |
Yang JN, Agrawal AK. Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes Engineering Structures. 24: 271-280. DOI: 10.1016/S0141-0296(01)00094-3 |
0.638 |
|
| 2002 |
Yang JN, Lin S, Kim J-, Agrawal AK. Optimal design of passive energy dissipation systems based on H∞ and H2 performances Earthquake Engineering & Structural Dynamics. 31: 921-936. DOI: 10.1002/Eqe.130 |
0.576 |
|
| 2000 |
Yang JN, Kim J, Agrawal AK. Resetting Semiactive Stiffness Damper For Seismic Response Control Journal of Structural Engineering-Asce. 126: 1427-1433. DOI: 10.1061/(Asce)0733-9445(2000)126:12(1427) |
0.657 |
|
| 2000 |
Agrawal AK, Yang JN. Compensation of time-delay for control of civil engineering structures Earthquake Engineering & Structural Dynamics. 29: 37-62. DOI: 10.1002/(Sici)1096-9845(200001)29:1<37::Aid-Eqe894>3.0.Co;2-A |
0.61 |
|
| 1999 |
Agrawal AK, Yang JN. Optimal Placement of Passive Dampers on Seismic and Wind-Excited Buildings using Combinatorial Optimization: Journal of Intelligent Material Systems and Structures. 10: 997-1014. DOI: 10.1106/Yv3B-Tp5H-Hwq2-X1Ok |
0.354 |
|
| 1998 |
Agrawal AK, Yang JN, Wu JC. Non-linear control strategies for Duffing systems International Journal of Non-Linear Mechanics. 33: 829-841. DOI: 10.1016/S0020-7462(97)00055-3 |
0.445 |
|
| 1998 |
Agrawal AK, Yang JN, Wu JC. Application of optimal polynomial controller to a benchmark problem Earthquake Engineering & Structural Dynamics. 27: 1291-1302. DOI: 10.1002/(Sici)1096-9845(1998110)27:11<1291::Aid-Eqe784>3.0.Co;2-M |
0.623 |
|
| 1998 |
Wu JC, Yang JN, Agrawal AK. Applications of sliding mode control to benchmark problems Earthquake Engineering & Structural Dynamics. 27: 1247-1265. DOI: 10.1002/(Sici)1096-9845(1998110)27:11<1247::Aid-Eqe781>3.0.Co;2-I |
0.592 |
|
| 1997 |
Agrawal AK, Yang JN, Schmitendorf WE, Jabbari F. Stability of Actively Controlled Structures with Actuator Saturation Journal of Structural Engineering-Asce. 123: 505-512. DOI: 10.1061/(Asce)0733-9445(1997)123:4(505) |
0.607 |
|
| 1997 |
Agrawal AK, Yang JN. Static Output Polynomial Control For Linear Structures Journal of Engineering Mechanics-Asce. 123: 639-643. DOI: 10.1061/(Asce)0733-9399(1997)123:6(639) |
0.484 |
|
| 1997 |
Agrawal AK, Yang JN. Effect of fixed time delay on stability and performance of actively controlled civil engineering structures Earthquake Engineering & Structural Dynamics. 26: 1169-1185. DOI: 10.1002/(Sici)1096-9845(199711)26:11<1169::Aid-Eqe702>3.0.Co;2-S |
0.578 |
|
| 1997 |
Yang JN, Wu JC, Agrawal AK, Hsu SY. Sliding mode control with compensator for wind and seismic response control Earthquake Engineering & Structural Dynamics. 26: 1137-1156. DOI: 10.1002/(Sici)1096-9845(199711)26:11<1137::Aid-Eqe698>3.0.Co;2-D |
0.633 |
|
| 1996 |
Agrawal AK, Yang JN. Optimal Polynomial Control of Seismically Excited Linear Structures Journal of Engineering Mechanics-Asce. 122: 753-761. DOI: 10.1061/(Asce)0733-9399(1996)122:8(753) |
0.626 |
|
| 1996 |
Yang JN, Agrawal AK, Chen S. Optimal Polynomial Control For Seismically Excited Non‐Linear And Hysteretic Structures Earthquake Engineering & Structural Dynamics. 25: 1211-1230. DOI: 10.1002/(Sici)1096-9845(199611)25:11<1211::Aid-Eqe609>3.0.Co;2-3 |
0.62 |
|
| 1995 |
Yang JN, Wu JC, Agrawal AK. Sliding Mode Control for Seismically Excited Linear Structures Journal of Engineering Mechanics-Asce. 121: 1386-1390. DOI: 10.1061/(Asce)0733-9399(1995)121:12(1386) |
0.49 |
|
| 1995 |
Yang JN, Wu JC, Agrawal AK. Sliding Mode Control for Nonlinear and Hysteretic Structures Journal of Engineering Mechanics-Asce. 121: 1330-1339. DOI: 10.1061/(Asce)0733-9399(1995)121:12(1330) |
0.479 |
|
| 1993 |
Agrawal AK, Fujino Y, Bhartia BK. Instability due to time delay and its compensation in active control of structures Earthquake Engineering & Structural Dynamics. 22: 211-224. DOI: 10.1002/Eqe.4290220304 |
0.374 |
|
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