| Year |
Citation |
Score |
| 2012 |
Ahn IS, Chen SS, Aref AJ, Carpenter JA, Chiewanichakorn M. Negative moment region composite action of steel-concrete girders with grouped studs Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference On Bridge Maintenance, Safety and Management. 2645-2651. |
0.605 |
|
| 2011 |
Chiewanichakorn M, Toranzo L, Reynolds A. Seismic retrofit of Pre-Northridge steel moment frame building using nonlinear static analysis per ASCE 41-06 Structures Congress 2011 - Proceedings of the 2011 Structures Congress. 791-802. DOI: 10.1061/41171(401)70 |
0.314 |
|
| 2009 |
Reynolds A, Chiewanichakorn M. Benefits of using nonlinear analysis on seismic retrofit from structural engineering standpoint 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. 1057-1067. DOI: 10.1061/41084(364)96 |
0.324 |
|
| 2008 |
Aref AJ, Chiewanichakorn M, Chen SS, Ahn IS. Closure to "effective slab width definition for negative moment regions of composite bridges" by Amjad J. Aref, Methee Chiewanichakorn, Stuart S. Chen, and Il-Sang Ahn Journal of Bridge Engineering. 13: 426-427. DOI: 10.1061/(Asce)1084-0702(2008)13:4(426) |
0.544 |
|
| 2007 |
Alnahhal WI, Chiewanichakorn M, Aref AJ, Kitane Y, Alampalli S. Simulations of structural behaviour of fibrereinforced polymer bridge deck under thermal effects International Journal of Materials and Product Technology. 28: 122-140. DOI: 10.1504/Ijmpt.2007.011513 |
0.726 |
|
| 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) |
0.652 |
|
| 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) |
0.673 |
|
| 2007 |
Ou YC, Chiewanichakorn M, Aref AJ, Lee GC. Seismic performance of segmental precast unbonded posttensioned concrete bridge columns Journal of Structural Engineering. 133: 1636-1647. DOI: 10.1061/(Asce)0733-9445(2007)133:11(1636) |
0.617 |
|
| 2007 |
Chiewanichakorn M, Aref AJ, Alampalli S. Dynamic and fatigue response of a truss bridge with fiber reinforced polymer deck International Journal of Fatigue. 29: 1475-1489. DOI: 10.1016/J.Ijfatigue.2006.10.031 |
0.671 |
|
| 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 |
0.49 |
|
| 2006 |
Chiewanichakorn M, Aref AJ. Finite element simulations of seismic response of precast concrete segmental columns Proceedings of the Structures Congress and Exposition. 2006: 81. DOI: 10.1061/40889(201)81 |
0.639 |
|
| 2006 |
Alnahhal WI, Chiewanichakorn M, Aref AJ, Alampalli S. Temporal thermal behavior and damage simulations of FRP deck Journal of Bridge Engineering. 11: 452-464. DOI: 10.1061/(Asce)1084-0702(2006)11:4(452) |
0.721 |
|
| 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) |
0.606 |
|
| 2006 |
Brosnan DP, Chiewanichakorn M, Aref AJ, Chen SS, Ahn IS. Discussion of "effective flange width definition for steel-concrete composite bridge girder" by Methee chiewanichakorn, Amjad J. Aref, Stuart S. Chen, and II-Sang Ahn Journal of Structural Engineering. 132: 321-324. DOI: 10.1061/(ASCE)0733-9445(2006)132:2(321) |
0.354 |
|
| 2006 |
Alnahhal WI, Chiewanichakorn M, Alampalli S, Aref A. Simulations of fire temporal thermal behaviour of fibre reinforced polymer bridge decks Civil-Comp Proceedings. 83. |
0.738 |
|
| 2006 |
Ou YC, Chiewanichakorn M, Ahn IS, 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. 66-74. |
0.405 |
|
| 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 |
0.51 |
|
| 2005 |
Chiewanichakorn M, Aref AJ, Chen SS, Ahn IS. Methodologies for evaluation of effective slab width Transportation Research Record. 13-26. DOI: 10.3141/1928-02 |
0.523 |
|
| 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 |
0.687 |
|
| 2005 |
Ahn IS, Chiewanichakorn M, Nottis AF, Carpenter JA, Chen SS, Aref AJ. Experimental study on ultimate behavior at negative moment regions of composite bridges Transportation Research Record. 3-12. DOI: 10.1177/0361198105192800101 |
0.566 |
|
| 2005 |
Chiewanichakorn M, Aref AJ, Chen SS, Ahn IS, Carpenter JA. Effective flange width of composite girders in negative moment region Transportation Research Board - 6th International Bridge Engineering Conference: Reliability, Security, and Sustainability in Bridge Engineering. 203-216. |
0.483 |
|
| 2004 |
Chiewanichakorn M, Ahn I-, Aref AJ, Chen SS. The Development of Revised Effective Slab Width Criteria for Steel-Concrete Composite Bridges Scopus. 1-8. DOI: 10.1061/40700(2004)38 |
0.489 |
|
| 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) |
0.675 |
|
| 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 |
0.652 |
|
| 2004 |
Chiewanichakorn M, Ahn IS, Aref AJ, Chen SS. The development of revised effective slab width criteria for steel-concrete composite bridges Proceedings of the 2004 Structures Congress - Building On the Past: Securing the Future. 343-350. |
0.4 |
|
| 2003 |
Chiewanichakorn M, Aref AJ, Alampalli S. Failure analysis of fiber-reinforced polymer bridge deck system Journal of Composites Technology and Research. 25: 121-129. DOI: 10.1520/Ctr10954J |
0.557 |
|
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