| Year |
Citation |
Score |
| 2018 |
Motter CJ, Scanlon A. Modeling of Reinforced Concrete Two-Way Floor Slab Deflections due to Construction Loading Journal of Structural Engineering-Asce. 144: 4018060. DOI: 10.1061/(Asce)St.1943-541X.0002052 |
0.471 |
|
| 2016 |
Kim MS, Scanlon A, Kang J, Lee YH, Martí-Vargas JR. Discussion: Torsional behaviour of prestressed concrete girder with precast box segments Magazine of Concrete Research. 68: 859-861. DOI: 10.1680/Jmacr.16.00101 |
0.395 |
|
| 2014 |
Park JY, Kim MS, Scanlon A, Choi H, Lee YH. Residual strength of reinforced concrete columns subjected to blast loading Magazine of Concrete Research. 66: 60-71. DOI: 10.1680/Macr.13.00117 |
0.458 |
|
| 2014 |
Kim MS, Scanlon A, Kang J, Lee YH. Torsional behaviour of prestressed concrete girder with precast box segments Magazine of Concrete Research. 66: 576-584. DOI: 10.1680/Macr.13.00086 |
0.421 |
|
| 2014 |
Kim D, Kim MS, Choi J, Kim H, Scanlon A, Lee YH. Concrete Beams with Fiber-Reinforced Polymer Shear Reinforcement Aci Structural Journal. 111: 903-912. DOI: 10.14359/51686633 |
0.367 |
|
| 2013 |
Memari AM, Harris HG, Hamid AA, Scanlon A. Seismic Evaluation of an Elevated Highway Bridge in a Low Seismic Region - a Case Study The Open Civil Engineering Journal. 4: 72-87. DOI: 10.2174/1874149501004010072 |
0.452 |
|
| 2013 |
Jiang L, Qi J, Scanlon A, Sun L. Distortional and local buckling of steel-concrete composite box-beam Steel and Composite Structures. 14: 243-265. DOI: 10.12989/Scs.2013.14.3.243 |
0.419 |
|
| 2013 |
Wang H, Scanlon A, Shang S, He F. Comparison of Seismic Experiments on Traditional Chinese Wood Structures and Light Wood-Framed Structures Journal of Structural Engineering-Asce. 139: 2038-2043. DOI: 10.1061/(Asce)St.1943-541X.0000766 |
0.412 |
|
| 2012 |
Park JY, Lee YH, Scanlon A. Confined concrete model for columns under combined axial load and bending Magazine of Concrete Research. 64: 827-836. DOI: 10.1680/Macr.11.00027 |
0.458 |
|
| 2012 |
Swartz BD, Scanlon A, Schokker AJ. AASHTO LRFD bridge design specifications provisions for loss of prestress Pci Journal. 57: 108-132. DOI: 10.15554/Pcij.09012012.108.132 |
0.408 |
|
| 2012 |
Yoshitake I, Rajabipour F, Mimura Y, Scanlon A. A prediction method of Tensile young's modulus of concrete at early age Advances in Civil Engineering. 2012. DOI: 10.1155/2012/391214 |
0.404 |
|
| 2012 |
He XH, Sheng XW, Scanlon A, Linzell DG, Yu XD. Skewed concrete box girder bridge static and dynamic testing and analysis Engineering Structures. 39: 38-49. DOI: 10.1016/J.Engstruct.2012.01.016 |
0.42 |
|
| 2011 |
He X, Scanlon A, Li P. Dynamic Factor of Bridges Subjected to Linear Induction Motor Train Load Baltic Journal of Road and Bridge Engineering. 6: 185-192. DOI: 10.3846/Bjrbe.2011.24 |
0.375 |
|
| 2011 |
Kim MS, Lee YH, Kim H, Scanlon A, Lee J. Flexural behavior of concrete beams reinforced with aramid fiber reinforced polymer (AFRP) bars Structural Engineering and Mechanics. 38: 459-477. DOI: 10.12989/Sem.2011.38.4.459 |
0.461 |
|
| 2011 |
Yoshitake I, Uno T, Scanlon A, Hamada S. Simplified Test of Cracking Strength of Concrete Element Subjected to Pure Shear Journal of Materials in Civil Engineering. 23: 999-1006. DOI: 10.1061/(Asce)Mt.1943-5533.0000259 |
0.433 |
|
| 2010 |
Lee YH, Scanlon A. Comparison of One- and Two-Way Slab Minimum Thickness Provisions in Building Codes and Standards Aci Structural Journal. 107: 157-163. DOI: 10.14359/51663531 |
0.372 |
|
| 2009 |
Bischoff PH, Scanlon A. Span-Depth Ratios for One-Way Members Based on ACI 318 Deflection Limits Aci Structural Journal. 106: 617-626. DOI: 10.14359/51663102 |
0.492 |
|
| 2009 |
Kim SB, Lee YH, Scanlon A. Comparative study of structural material quantities of multi‐storey linear‐type residential buildings Structural Design of Tall and Special Buildings. 18: 673-686. DOI: 10.1002/Tal.463 |
0.444 |
|
| 2008 |
Scanlon A, Bischoff PH. Shrinkage Restraint and Loading History Effects on Deflections of Flexural Members Aci Structural Journal. 105: 498-506. DOI: 10.14359/19864 |
0.443 |
|
| 2008 |
Kim SB, Lee YH, Scanlon A, Kim H, Hong K. Experimental assessment of vibration serviceability of stair systems Journal of Constructional Steel Research. 64: 253-259. DOI: 10.1016/J.Jcsr.2007.07.003 |
0.328 |
|
| 2008 |
Kim SB, Lee YH, Scanlon A. Comparative study of structural material quantities of high-rise residential buildings Structural Design of Tall and Special Buildings. 17: 217-229. DOI: 10.1002/Tal.348 |
0.434 |
|
| 2007 |
Bischoff PH, Scanlon A. Effective Moment of Inertia for Calculating Deflections of Concrete Members Containing Steel Reinforcement and Fiber-Reinforced Polymer Reinforcement Aci Structural Journal. 104: 68-75. DOI: 10.14359/18434 |
0.462 |
|
| 2007 |
Lee YH, Scanlon A, Kim H. Deflection Control of Concrete Members Based on Utility Theory Aci Structural Journal. 104: 60-68. DOI: 10.14359/18433 |
0.397 |
|
| 2006 |
Scanlon A, Lee YH. Unified Span-to-Depth Ratio Equation for Nonprestressed Concrete Beams and Slabs Aci Structural Journal. 103: 142-148. DOI: 10.14359/15095 |
0.437 |
|
| 2005 |
Aparicio AC, Lee JI, Lee YH, Paulay T, Ramos G, Rombach G, Scanlon A, Sheikh SA, Sissakis K, Specker A, JT. Five Discussions from the January/February 2005 ACI Structural Journal Aci Structural Journal. 102: 902-912. DOI: 10.14359/14814 |
0.494 |
|
| 2005 |
Memari AM, Harris HG, Hamid AA, Scanlon A. Ductility evaluation for typical existing R /C bridge columns in the eastern USA Engineering Structures. 27: 203-212. DOI: 10.1016/J.Engstruct.2004.09.011 |
0.446 |
|
| 2004 |
Choi BS, Scanlon A, Johnson PA. Monte Carlo simulation of immediate and time-dependent deflections of reinforced concrete beams and slabs Aci Structural Journal. 101: 633-641. DOI: 10.14359/13385 |
0.428 |
|
| 2002 |
Scanlon A, Aswad A, Stellar J. Precast Posttensioned Abutment System And Precast Superstructure For Rapid On-Site Construction Transportation Research Record. 1814: 65-71. DOI: 10.3141/1814-08 |
0.383 |
|
| 2002 |
Choi B, Oh BH, Scanlon A. Probabilistic Assessment Of Aci 318 Minimum Thickness Requirements For One-Way Members Aci Structural Journal. 99: 344-351. DOI: 10.14359/11918 |
0.442 |
|
| 2001 |
Scanlon A. Fundamentals of High Performance Concrete Journal of Structural Engineering-Asce. 127: 976-976. DOI: 10.1061/(Asce)0733-9445(2001)127:8(976) |
0.373 |
|
| 2000 |
Astarlioglu S, Memari AM, Scanlon A. Ductility-based seismic design of precast concrete large panel buildings Structural Engineering and Mechanics. 10: 405-426. DOI: 10.12989/Sem.2000.10.4.405 |
0.595 |
|
| 2000 |
Memari AM, Motlagh AY, Scanlon A. Seismic evaluation of an existing reinforced concrete framed tube building based on inelastic dynamic analysis Engineering Structures. 22: 621-637. DOI: 10.1016/S0141-0296(99)00020-6 |
0.477 |
|
| 1999 |
Scanlon A, Choi B. Evaluation of ACI 318 Minimum Thickness Requirements for One-Way Slabs Aci Structural Journal. 96: 616-621. DOI: 10.14359/699 |
0.389 |
|
| 1996 |
Kianoush MR, Elmorsi M, Scanlon A. Response of large panel precast wall systems : Analysis and design Pci Journal. 41: 90-108. DOI: 10.15554/Pcij.11011996.90.108 |
0.45 |
|
| 1991 |
Scanlon A, Green DR, Phillips DV. Skew Reinforced‐Concrete Panels Journal of Structural Engineering-Asce. 117: 1477-1491. DOI: 10.1061/(Asce)0733-9445(1991)117:5(1477) |
0.374 |
|
| 1990 |
Scanlon A, Thompson DP. Evaluation of ACI 318 Requirements for Control of Two-Way Slab Deflections Aci Structural Journal. 87: 657-661. DOI: 10.14359/2964 |
0.387 |
|
| 1990 |
McIntyre M, Scanlon A. Interpretation and application of core test data in strength evaluation of existing concrete bridge structures Canadian Journal of Civil Engineering. 17: 471-480. DOI: 10.1139/L90-051 |
0.441 |
|
| 1989 |
Link RA, Elwi AE, Scanlon A. Biaxial Tension Stiffening Due to Generally Oriented Reinforcing Layers Journal of Engineering Mechanics-Asce. 115: 1647-1662. DOI: 10.1061/(Asce)0733-9399(1989)115:8(1647) |
0.359 |
|
| 1988 |
Scanlon A, Kianoush MR. Behavior of Large Panel Precast Coupled Wall Systems Subjected to Earthquake Loading Pci Journal. 33: 124-153. DOI: 10.15554/Pcij.09011988.124.153 |
0.437 |
|
| 1988 |
Thompson DP, Scanlon A. Minimum Thickness Requirements for Control of Two-Way Slab Deflections Aci Structural Journal. 85: 12-22. DOI: 10.14359/2950 |
0.304 |
|
| 1988 |
Kianoush MR, Scanlon A. Analytical modelling of large panel coupled walls for seismic loading Canadian Journal of Civil Engineering. 15: 623-632. DOI: 10.1139/L88-084 |
0.478 |
|
| 1987 |
Kriviak GJ, Scanlon A. Estimation Of Compressive Strength Of Concrete In Existing Structures Based On In Situ Test Data Aci Materials Journal. 84: 235-245. DOI: 10.14359/1984 |
0.412 |
|
| 1987 |
Jokinen EP, Scanlon A. Field measured two-way slab deflections Canadian Journal of Civil Engineering. 14: 807-819. DOI: 10.1139/L87-119 |
0.404 |
|
| 1987 |
Scanlon A, Mikhailovsky L. Strength evaluation of an existing concrete bridge based on core and nondestructive test data Canadian Journal of Civil Engineering. 14: 145-154. DOI: 10.1139/L87-026 |
0.447 |
|
| 1987 |
Scanlon A, Mikhailovsky L. Full-scale load test of three-span concrete highway bridge Canadian Journal of Civil Engineering. 14: 19-23. DOI: 10.1139/L87-003 |
0.423 |
|
| 1984 |
Graham CJ, Scanlon A. Deflection of reinforced concrete slabs under construction loading Social Work. DOI: 10.7939/R3S17Sw9H |
0.466 |
|
| 1984 |
Scanlon A. Discussion of “ Deformation of Cracked Net‐Reinforced Concrete Walls ” by Zdeněk P. Bazčant and Byung H. Oh (January, 1983) Journal of Structural Engineering-Asce. 110: 662-663. DOI: 10.1061/(Asce)0733-9445(1984)110:3(662) |
0.351 |
|
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