Year |
Citation |
Score |
2020 |
Dopko M, Najimi M, Shafei B, Wang X, Taylor P, Phares B. Strength and Crack Resistance of Carbon Microfiber Reinforced Concrete Materials. 117: 11-23. DOI: 10.14359/51720297 |
0.317 |
|
2020 |
Liu Z, Phares BM, Shi W, Shafei B. Full-Scale Evaluation of an Innovative Joint Design between Adjacent Box Beams: Transportation Research Record. 2674: 33-44. DOI: 10.1177/0361198120902695 |
0.319 |
|
2020 |
Liu Z, Phares BM. Material Selection for the Joint between Adjacent Box Beams Journal of Materials in Civil Engineering. 32: 4020039. DOI: 10.1061/(Asce)Mt.1943-5533.0003085 |
0.348 |
|
2020 |
Liu Z, Phares BM. Determination of U-bolt connection load capacities in overhead sign support structures Journal of Constructional Steel Research. 170: 106096. DOI: 10.1016/J.Jcsr.2020.106096 |
0.482 |
|
2020 |
Shi W, Shafei B, Liu Z, Phares B. Longitudinal box-beam bridge joints under monotonic and cyclic loads Engineering Structures. 220: 110976. DOI: 10.1016/J.Engstruct.2020.110976 |
0.501 |
|
2020 |
Liu Z, Freeseman K, Phares BM. Evaluation of the need for negative moment reinforcing in prestressed concrete bridges in the view of service loads Engineering Structures. 207: 110206. DOI: 10.1016/J.Engstruct.2020.110206 |
0.516 |
|
2019 |
Liu Z, Phares BM. Small-Scale Investigation on Wide Longitudinal Joints Filled with Shrinkage-Compensated Concrete for Adjacent Box Beam Bridges Journal of Bridge Engineering. 24: 4019114. DOI: 10.1061/(Asce)Be.1943-5592.0001465 |
0.393 |
|
2019 |
Arabi S, Shafei B, Phares BM. Investigation of fatigue in steel sign-support structures under diurnal temperature changes Journal of Constructional Steel Research. 153: 286-297. DOI: 10.1016/J.Jcsr.2018.09.024 |
0.432 |
|
2019 |
Shi W, Shafei B, Liu Z, Phares BM. Early-age performance of longitudinal bridge joints made with shrinkage-compensating cement concrete Engineering Structures. 197: 109391. DOI: 10.1016/J.Engstruct.2019.109391 |
0.419 |
|
2018 |
Dopko M, Najimi M, Shafei B, Wang X, Taylor P, Phares BM. Flexural Performance Evaluation of Fiber-Reinforced Concrete Incorporating Multiple Macro-Synthetic Fibers: Transportation Research Record. 2672: 1-12. DOI: 10.1177/0361198118798986 |
0.386 |
|
2018 |
Iekel PP, Phares B, Nop M. Performance Investigation and Design of Pile-to-Pile Cap Connections Subject to Uplift: Transportation Research Record. 2672: 278-290. DOI: 10.1177/0361198118796733 |
0.409 |
|
2018 |
Bektas BA, Hans Z, Phares B, Nketah E, Carey J, Solberg MK, McPeek K. Most Likely Bridges as Roosting Habitat for Bats: Study for Iowa: Transportation Research Record. 2672: 1-10. DOI: 10.1177/0361198118758649 |
0.4 |
|
2018 |
Arabi S, Shafei B, Phares BM. Fatigue analysis of sign-support structures during transportation under road-induced excitations Engineering Structures. 164: 305-315. DOI: 10.1016/J.Engstruct.2018.02.031 |
0.471 |
|
2017 |
Deng Y, Phares BM, Putz AJ, Carter C. Performance Evaluation of Transverse High-Performance Concrete Closure Pour Connection for Use in Modular Bridge Construction Transportation Research Record. 2642: 55-67. DOI: 10.3141/2642-07 |
0.451 |
|
2017 |
Seo J, Kilaru CT, Phares B, Lu P. Agricultural Vehicle Load Distribution for Timber Bridges Journal of Bridge Engineering. 22: 4017085. DOI: 10.1061/(Asce)Be.1943-5592.0001112 |
0.411 |
|
2016 |
Deng Y, Phares BM, Putz AJ, Carter C, Nop M, Bierwagen D. Performance Evaluation of Longitudinal Ultrahigh-Performance Concrete Closure Pour Connection for Use in Modular Bridge Construction: Pairwise Comparison of Capacity and Ductility at Failure Limit State Transportation Research Record. 2592: 75. DOI: 10.3141/2592-08 |
0.498 |
|
2016 |
Liu C, Gong Y, Laflamme S, Phares B, Sarkar S. Bridge damage detection using spatiotemporal patterns extracted from dense sensor network Measurement Science and Technology. 28: 014011. DOI: 10.1088/1361-6501/28/1/014011 |
0.427 |
|
2016 |
Seo J, Hosteng TK, Phares BM, Wacker JP. Live-Load Performance Evaluation of Historic Covered Timber Bridges in the United States Journal of Performance of Constructed Facilities. 30. DOI: 10.1061/(Asce)Cf.1943-5509.0000852 |
0.568 |
|
2016 |
Deng Y, Phares BM, Lu P. Lateral Live-Load Distribution of Dual-Lane Vehicles with Nonstandard Axle Configurations Journal of Bridge Engineering. 22: 4016136. DOI: 10.1061/(Asce)Be.1943-5592.0001014 |
0.394 |
|
2016 |
Liu Z, Phares BM, Greimann LF. Use of Longitudinal Expansion Joints in Wide-Bridge Applications to Reduce Deck Cracking Journal of Bridge Engineering. 21: 4016068. DOI: 10.1061/(Asce)Be.1943-5592.0000925 |
0.426 |
|
2016 |
Deng Y, Phares BM, Dang H, Dahlberg JM. Impact of Concrete Deck Removal on Horizontal Shear Capacity of Shear Connections Journal of Bridge Engineering. 21. DOI: 10.1061/(Asce)Be.1943-5592.0000832 |
0.478 |
|
2016 |
Deng Y, Phares BM. Automated bridge load rating determination utilizing strain response due to ambient traffic trucks Engineering Structures. 117: 101-117. DOI: 10.1016/J.Engstruct.2016.03.004 |
0.51 |
|
2016 |
Deng Y, Phares BM, Steffens OW. Experimental and numerical evaluation of a folded plate girder system for short-span bridges - A case study Engineering Structures. 113: 26-40. DOI: 10.1016/J.Engstruct.2016.01.027 |
0.494 |
|
2015 |
Kharroub S, Laflamme S, Song C, Qiao D, Phares BM, Li J. Smart sensing skin for detection and localization of fatigue cracks Smart Materials and Structures. 24: 65004. DOI: 10.1088/0964-1726/24/6/065004 |
0.368 |
|
2015 |
Seo J, Kilaru C, Phares BM, Lu P. Live load distribution factors for a short span timber bridge under heavy agricultural vehicles Structures Congress 2015 - Proceedings of the 2015 Structures Congress. 2164-2173. DOI: 10.1061/9780784479117.187 |
0.37 |
|
2015 |
Deng Y, Phares BM, Greimann L, Shryack GL, Hoffman JJ. Behavior of curved and skewed bridges with integral abutments Journal of Constructional Steel Research. 109: 115-136. DOI: 10.1016/J.Jcsr.2015.03.003 |
0.439 |
|
2014 |
Chang B, Phares BM, Zou H, Couch T. Thermal Analysis of Highway Overhead Support Structures Transportation Research Record. 2406: 32-41. DOI: 10.3141/2406-04 |
0.423 |
|
2014 |
Hoffman J, Phares B. Thermal Load Design Philosophies for Horizontally Curved Girder Bridges with Integral Abutments Journal of Bridge Engineering. 19: 4014008. DOI: 10.1061/(Asce)Be.1943-5592.0000573 |
0.434 |
|
2014 |
Seo J, Phares B, Wipf TJ. Lateral live-load distribution characteristics of simply supported steel girder bridges loaded with implements of husbandry Journal of Bridge Engineering. 19. DOI: 10.1061/(Asce)Be.1943-5592.0000558 |
0.823 |
|
2014 |
Seo J, Phares BM, Dahlberg J, Wipf TJ, Abu-Hawash A. A framework for statistical distribution factor threshold determination of steel-concrete composite bridges under farm traffic Engineering Structures. 69: 72-82. DOI: 10.1016/J.Engstruct.2014.03.005 |
0.832 |
|
2014 |
Phares BM, LaViolette MD, Wipf TJ, Ritter MA. Remote monitoring of historic covered timber bridges for the prevention of arson and vandalism Historic Covered Bridge Security. 77-133. |
0.785 |
|
2013 |
Phares B, Lu P, Wipf T, Greimann L, Seo J. Evolution of a Bridge Damage-Detection Algorithm Transportation Research Record. 2331: 71-80. DOI: 10.3141/2331-07 |
0.79 |
|
2013 |
Seo J, Phares BM, Lu P, Wipf TJ, Dahlberg J. Use of structural health monitoring system for assessment of bridge load rating Forensic Engineering 2012: Gateway to a Better Tomorrow - Proceedings of the 6th Congress On Forensic Engineering. 18-27. DOI: 10.1061/9780784412640.003 |
0.823 |
|
2013 |
Phares B, Lu P, Wipf T, Greimann L, Seo J. Field Validation of a Statistical-Based Bridge Damage-Detection Algorithm Journal of Bridge Engineering. 18: 1227-1238. DOI: 10.1061/(Asce)Be.1943-5592.0000467 |
0.806 |
|
2013 |
Phares BM, Faris AS, Greimann L, Bierwagen D. Integral bridge abutment to approach slab connection Journal of Bridge Engineering. 18: 179-181. DOI: 10.1061/(Asce)Be.1943-5592.0000333 |
0.371 |
|
2013 |
Seo J, Phares B, Lu P, Wipf T, Dahlberg J. Bridge rating protocol using ambient trucks through structural health monitoring system Engineering Structures. 46: 569-580. DOI: 10.1016/J.Engstruct.2012.08.012 |
0.81 |
|
2011 |
Bigelow J, Hans ZN, Phares B. Bridge Rail and Approach Railing for Low-Volume Roads in Iowa Transportation Research Record. 2262: 85-93. DOI: 10.3141/2262-09 |
0.348 |
|
2010 |
Lu P, Phares BM, Greimann L, Wipf TJ. Bridge structural health-monitoring system using statistical control chart analysis Transportation Research Record. 123-131. DOI: 10.3141/2172-14 |
0.83 |
|
2010 |
Chang B, Sarkar PP, Phares B. Time-Domain Model for Predicting Aerodynamic Loads on a Slender Support Structure for Fatigue Design Journal of Engineering Mechanics-Asce. 136: 736-746. DOI: 10.1061/(Asce)Em.1943-7889.0000122 |
0.683 |
|
2009 |
Chang B, Phares BM, Sarkar PP, Wipf TJ. Development of a procedure for fatigue design of slender support structures subjected to wind-induced vibration Transportation Research Record. 23-33. DOI: 10.3141/2131-03 |
0.775 |
|
2006 |
Doornink JD, Phares BM, Wipf TJ, Wood DL. Damage detection in bridges through fiber optic structural health monitoring Proceedings of Spie - the International Society For Optical Engineering. 6371. DOI: 10.1117/12.686011 |
0.715 |
|
2005 |
Phares BM, Wipf TJ, Wayne Klaiber F, Abu-Hawash A, Neubauer S. Implementation of physical testing for typical bridge load and superload rating Transportation Research Board - 6th International Bridge Engineering Conference: Reliability, Security, and Sustainability in Bridge Engineering. 159-167. DOI: 10.3141/Trr.11S.5037130077853P72 |
0.83 |
|
2005 |
Wipf TJ, Phares BM, Klaiber FW, Al-Saidy AH, Lee YS. Strengthening steel girder bridges with carbon fiber-reinforced polymer plates Transportation Research Board - 6th International Bridge Engineering Conference: Reliability, Security, and Sustainability in Bridge Engineering. 435-447. DOI: 10.3141/Trr.11S.453P210717525642 |
0.776 |
|
2005 |
Lee Y, Wipf T, Phares B, Klaiber F. Part 8: Structural Fiber-Reinforced Plastics: Evaluation of Steel Girder Bridge Strengthened with Carbon Fiber-Reinforced Polymer Posttension Bars Transportation Research Record. 1928: 231-244. DOI: 10.3141/1928-25 |
0.814 |
|
2005 |
Hosteng T, Phares B, Wipf TJ, Ritter M, Wood D. Live Load Deflection Performance of Glued Laminated Timber Girder Bridges Transportation Research Record. 1928: 174-182. DOI: 10.3141/1928-19 |
0.828 |
|
2005 |
Bigelow J, Phares B, Wipf T, Ritter M, Wood D. Part 4: Dynamics and Field Testing of Bridges: Dynamic Field Performance of Glued Laminated Timber Bridges Transportation Research Record. 1928: 153-164. DOI: 10.3141/1928-17 |
0.819 |
|
2005 |
Lee YS, Wipf TJ, Phares BM, Klaiber FW. Evaluation of steel girder bridge strengthened with carbon fiber-reinforced polymer posttension bars Transportation Research Record. 233-244. DOI: 10.1177/0361198105192800125 |
0.808 |
|
2005 |
Bigelow J, Phares B, Wipf TJ, Ritter M, Wood D. Dynamic Field Performance of Glued Laminated Timber Bridges Transportation Research Record. 1928: 154-164. DOI: 10.1177/0361198105192800117 |
0.811 |
|
2004 |
Phares BM, Washer GA, Rolander DD, Graybeal BA, Moore M. Routine highway bridge inspection condition documentation accuracy and reliability Journal of Bridge Engineering. 9: 403-413. DOI: 10.1061/(Asce)1084-0702(2004)9:4(403) |
0.4 |
|
2002 |
Graybeal BA, Phares BM, Rolander DD, Moore M, Washer G. Visual inspection of highway bridges Journal of Nondestructive Evaluation. 21: 67-83. DOI: 10.1023/A:1022508121821 |
0.37 |
|
2001 |
Phares BM, Graybeal BA, Rolander DD, Moore ME, Washer GA. Reliability and accuracy of routine inspection of highway bridges Transportation Research Record. 82-92. DOI: 10.3141/1749-13 |
0.414 |
|
2001 |
Rolander DD, Phares BM, Graybeal BA, Moore ME, Washer GA. Highway bridge inspection: State-of-the-practice survey Transportation Research Record. 73-81. DOI: 10.3141/1749-12 |
0.357 |
|
2001 |
Graybeal BA, Rolander DD, Phares BM, Moore ME, Washer GA. Reliability and accuracy of in-depth inspection of highway bridges Transportation Research Record. 93-99. |
0.335 |
|
2000 |
Fagen ME, Phares BM. Life-cycle cost analysis of a low-volume road bridge alternative Transportation Research Record. 2: 8-13. DOI: 10.3141/1696-37 |
0.386 |
|
2000 |
Phares BM, Klaiber FW, Wipf TJ. Low-volume road bridge alternative Transportation Research Record. 1: 178-186. DOI: 10.3141/1696-21 |
0.814 |
|
1999 |
Phares BM, Washer GA, Moore ME. FHWA's nondestructive evaluation validation center: A national resource Transportation Research Record. 74-76. DOI: 10.3141/1680-11 |
0.393 |
|
1998 |
Phares BM, Wipf TJ, Klaiber FW, Lohnes RA. Behavior of high-density polyethylene pipe with shallow cover Transportation Research Record. 214-224. DOI: 10.3141/1624-25 |
0.795 |
|
1998 |
Phares BM, Wipf TJ, Klaiber FW. Laboratory testing of low-volume road bridge alternative Transportation Research Record. 148-159. DOI: 10.3141/1624-18 |
0.8 |
|
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