Year |
Citation |
Score |
2017 |
Ahn I, Cheng L. Seismic analysis of semi-gravity RC cantilever retaining wall with TDA backfill Frontiers of Structural and Civil Engineering. 11: 455-469. DOI: 10.1007/S11709-017-0392-Z |
0.347 |
|
2015 |
Ahn IS, Chen SS, Dargush GF, Cheng L. Dynamic Ratcheting in SDOF hysteretic damping systems induced by earthquake excitations Engineering Structures. 100: 665-673. DOI: 10.1016/J.Engstruct.2015.06.048 |
0.562 |
|
2014 |
Ahn IS, Cheng L. Tire derived aggregate for retaining wall backfill under earthquake loading Construction and Building Materials. 57: 105-116. DOI: 10.1016/J.Conbuildmat.2014.01.091 |
0.365 |
|
2012 |
Ahn I, Park Y, Chen SS, O’Connor J. Live Load Distribution of Hybrid Fiber-Reinforced Polymer Composite Superstructure on the Basis of Field Test Transportation Research Record. 2313: 189-197. DOI: 10.3141/2313-20 |
0.589 |
|
2010 |
Chen SS, Ahn IS. Performance evaluation of bridge seismic bearings based on in-situ quick-release tests Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference On Bridge Maintenance, Safety and Management. 390-397. |
0.586 |
|
2010 |
Chen SS, Ahn IS. Performance evaluation of bridge seismic bearings based on in-situ quick-release tests Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference On Bridge Maintenance, Safety and Management. 378-385. |
0.586 |
|
2008 |
Ahn IS, Chen SS. Nonlinear model-based system identification of lead-rubber bearings Journal of Structural Engineering. 134: 318-328. DOI: 10.1061/(Asce)0733-9445(2008)134:2(318) |
0.595 |
|
2007 |
Aref AJ, Chiewanichakorn M, Chen SS, Ahn IS. Effective slab width definition for negative moment regions of composite bridges Journal of Bridge Engineering. 12: 329-349. DOI: 10.1061/(Asce)1084-0702(2007)12:3(339) |
0.637 |
|
2007 |
Chen SS, Aref AJ, Chiewanichakorn M, Ahn IS. Proposed effective width criteria for composite bridge girders Journal of Bridge Engineering. 12: 325-328. DOI: 10.1061/(Asce)1084-0702(2007)12:3(325) |
0.65 |
|
2006 |
Ou Y, Chiewanichakorn M, Ahn I, Aref AJ, Chen SS, Filiatrault A, Lee GC. Cyclic Performance of Precast Concrete Segmental Bridge Columns: Simplified Analytical and Finite Element Studies Transportation Research Record. 1976: 66-74. DOI: 10.3141/1976-10 |
0.586 |
|
2006 |
Ahn IS, Chen SS, O'Connor JS. Accelerated bridge pier construction in the U.S.: Seismic implications Proceedings of the Structures Congress and Exposition. 2006: 79. DOI: 10.1061/40889(201)79 |
0.564 |
|
2006 |
Chiewanichakorn M, Aref AJ, Chen SS, Ahn I. Closure to “Effective Flange Width Definition for Steel–Concrete Composite Bridge Girder” by Methee Chiewanichakorn, Amjad J. Aref, Stuart S. Chen, and Il-Sang Ahn Journal of Structural Engineering. 132: 322-324. DOI: 10.1061/(Asce)0733-9445(2006)132:2(322) |
0.577 |
|
2006 |
Ahn IS, Chen SS, Dargush GF. Dynamic ratcheting in elastoplastic single-degree-of-freedom systems Journal of Engineering Mechanics. 132: 411-421. DOI: 10.1061/(Asce)0733-9399(2006)132:4(411) |
0.549 |
|
2005 |
Chiewanichakorn M, Aref AJ, Chen SS, Ahn I, Carpenter JA. Effective Flange Width of Composite Girders in Negative Moment Region Transportation Research Record. 203-216. DOI: 10.3141/Trr.11S.N17U21167Q345N9M |
0.634 |
|
2005 |
Ahn I, Chiewanichakorn M, Nottis A, Carpenter J, Chen S, Aref A. Part 1: General Structures: Experimental Study on Ultimate Behavior at Negative Moment Regions of Composite Bridges Transportation Research Record. 1928: 1-12. DOI: 10.3141/1928-01 |
0.634 |
|
2004 |
Chiewanichakorn M, Aref AJ, Chen SS, Ahn IS. Effective flange width definition for steel-concrete composite bridge girder Journal of Structural Engineering. 130: 2016-2031. DOI: 10.1061/(Asce)0733-9445(2004)130:12(2016) |
0.642 |
|
2004 |
Ahn IS, Chiewanichakorn M, Chen SS, Aref AJ. Effective flange width provisions for composite steel bridges Engineering Structures. 26: 1843-1851. DOI: 10.1016/J.Engstruct.2004.07.009 |
0.634 |
|
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