Year |
Citation |
Score |
2020 |
Liu T, Vieira JD, Harries KA. Predicting Flange Local Buckling Capacity of Pultruded GFRP I-Sections Subject to Flexure Journal of Composites For Construction. 24: 4020025. DOI: 10.1061/(Asce)Cc.1943-5614.0001032 |
0.36 |
|
2020 |
Bolduc MW, Gaur A, Shahrooz BM, Harries KA, Miller RA, Russell HG. Evaluation of Pretensioned Girders with Partial-Strand Debonding Journal of Bridge Engineering. 25: 4020059. DOI: 10.1061/(Asce)Be.1943-5592.0001585 |
0.371 |
|
2020 |
Leng Y, Xu Q, Harries KA, Chen L, Liu K, Chen X. Experimental study on mechanical properties of laminated bamboo beam-to-column connections Engineering Structures. 210: 110305. DOI: 10.1016/J.Engstruct.2020.110305 |
0.426 |
|
2020 |
Wang Z, Li X, Jiang L, Wang M, Xu Q, Harries K. Long-term performance of lightweight aggregate reinforced concrete beams Construction and Building Materials. 264: 120231. DOI: 10.1016/J.Conbuildmat.2020.120231 |
0.437 |
|
2020 |
Akinbade Y, Harries KA, Sharma B, Ramage MH. Variation of through-culm wall morphology in P. edulis bamboo strips used in glue-laminated bamboo beams Construction and Building Materials. 232: 117248. DOI: 10.1016/J.Conbuildmat.2019.117248 |
0.357 |
|
2020 |
Liu T, Yang J, Feng P, Harries KA. Determining rotational stiffness of flange-web junction of pultruded GFRP I-sections Composite Structures. 236: 111843. DOI: 10.1016/J.Compstruct.2019.111843 |
0.389 |
|
2020 |
Gauss C, Harries KA, Kadivar M, Akinbade Y, Savastano H. Quality assessment and mechanical characterization of preservative-treated Moso bamboo ( P. edulis ) European Journal of Wood and Wood Products. 78: 257-270. DOI: 10.1007/S00107-020-01508-X |
0.323 |
|
2019 |
Xu Q, Chen X, Chen J, Harries KA, Chen L, Wang Z. Seismic strengthening of masonry walls using bamboo components Advances in Structural Engineering. 22: 2982-2997. DOI: 10.1177/1369433219855902 |
0.354 |
|
2019 |
Harries KA, Shahrooz BM, Ross BE, Ball P, Hamilton HR“. Modeling and Detailing Pretensioned Concrete Bridge Girder End Regions Using the Strut-and-Tie Approach Journal of Bridge Engineering. 24: 4018123. DOI: 10.1061/(Asce)Be.1943-5592.0001354 |
0.377 |
|
2019 |
Chen L, Xu Q, Leng Y, Harries KA, Wang Z. Experimental study of performance of engineered bamboo beams exposed to three-sided standard fire Fire Safety Journal. 106: 52-60. DOI: 10.1016/J.Firesaf.2019.04.002 |
0.432 |
|
2019 |
Xu Q, Chen L, Han C, Harries KA, Xu Z. Experimental research on fire-damaged RC continuous T-beams subsequently strengthened with CFRP sheets Engineering Structures. 183: 135-149. DOI: 10.1016/J.Engstruct.2019.01.025 |
0.464 |
|
2019 |
Platt S, Harries KA. Proposed design methodology for titanium reinforcing bars in concrete Engineering Structures. 178: 543-553. DOI: 10.1016/J.Engstruct.2018.10.064 |
0.485 |
|
2019 |
Gauss C, Savastano H, Harries KA. Use of ISO 22157 mechanical test methods and the characterisation of Brazilian P. edulis bamboo Construction and Building Materials. 228: 116728. DOI: 10.1016/J.Conbuildmat.2019.116728 |
0.357 |
|
2019 |
Akinbade Y, Harries KA, Flower CV, Nettleship I, Papadopoulos C, Platt S. Corrigendum to “Through-culm wall mechanical behaviour of bamboo” [Constr. Build. Mater. 216 (2019) 485–495] Construction and Building Materials. 224: 995. DOI: 10.1016/J.Conbuildmat.2019.07.255 |
0.328 |
|
2019 |
Harries KA, Morrill P, Gauss C, Flower C, Akinbade Y, Trujillo D. Screw withdrawal capacity of full-culm P. edulis bamboo Construction and Building Materials. 216: 531-541. DOI: 10.1016/J.Conbuildmat.2019.05.009 |
0.361 |
|
2019 |
Akinbade Y, Harries KA, Flower CV, Nettleship I, Papadopoulos C, Platt S. Through-culm wall mechanical behaviour of bamboo Construction and Building Materials. 216: 485-495. DOI: 10.1016/J.Conbuildmat.2019.04.214 |
0.411 |
|
2019 |
Cardoso DCT, Harries KA. A viscoelastic model for time-dependent behavior of pultruded GFRP Construction and Building Materials. 208: 63-74. DOI: 10.1016/J.Conbuildmat.2019.02.155 |
0.399 |
|
2019 |
Liu T, Vieira JD, Harries KA. Lateral torsional buckling and section distortion of pultruded GFRP I-sections subject to flexure Composite Structures. 225: 111151. DOI: 10.1016/J.Compstruct.2019.111151 |
0.391 |
|
2019 |
Ben-Alon L, Loftness V, Harries KA, DiPietro G, Hameen EC. Cradle to site Life Cycle Assessment (LCA) of natural vs conventional building materials: A case study on cob earthen material Building and Environment. 160: 106150. DOI: 10.1016/J.Buildenv.2019.05.028 |
0.333 |
|
2018 |
Archila HF, Kaminski S, Trujillo D, Escamilla EZ, Harries KA. Bamboo reinforced concrete: a critical review Materials and Structures. 51: 102. DOI: 10.1617/S11527-018-1228-6 |
0.488 |
|
2018 |
Xu Q, Leng Y, Chen X, Harries KA, Chen L, Wang Z. Experimental study on flexural performance of glued-laminated-timber-bamboo beams Materials and Structures. 51: 9. DOI: 10.1617/S11527-017-1135-2 |
0.432 |
|
2018 |
Shahrooz BM, Fortney PJ, Harries KA. Steel Coupling Beams with a Replaceable Fuse Journal of Structural Engineering-Asce. 144: 4017210. DOI: 10.1061/(Asce)St.1943-541X.0001939 |
0.42 |
|
2018 |
Zhu Z, Wang W, Harries KA, Zheng Y. Uniaxial Tensile Stress–Strain Behavior of Carbon-Fiber Grid–Reinforced Engineered Cementitious Composites Journal of Composites For Construction. 22: 4018057. DOI: 10.1061/(Asce)Cc.1943-5614.0000891 |
0.341 |
|
2018 |
Li B, Harries KA. Seismic performance assessment of flexure-dominate FRP-confined RC columns using plastic rotation angle Engineering Structures. 172: 453-471. DOI: 10.1016/J.Engstruct.2018.06.046 |
0.477 |
|
2018 |
Zhan Y, Wu G, Harries KA. Determination of critical load for global flexural buckling in concentrically loaded pultruded FRP structural struts Engineering Structures. 158: 1-12. DOI: 10.1016/J.Engstruct.2017.12.008 |
0.393 |
|
2018 |
Platt S, Harries KA. Study of galvanic corrosion potential of NSM titanium reinforcing bars Case Studies in Construction Materials. 9. DOI: 10.1016/J.Cscm.2018.E00175 |
0.401 |
|
2018 |
Platt S, Harries KA. Geometry, material properties and bond performance of prototype titanium reinforcing bars Construction and Building Materials. 187: 1253-1266. DOI: 10.1016/J.Conbuildmat.2018.08.074 |
0.46 |
|
2018 |
Liu T, Harries KA. Flange local buckling of pultruded GFRP box beams Composite Structures. 189: 463-472. DOI: 10.1016/J.Compstruct.2018.01.101 |
0.398 |
|
2017 |
Xu Q, Chen L, Harries KA, Zhang F, Wang Z, Chen X. Experimental study and numerical simulation of long-term behavior of timber beams strengthened with near surface mounted CFRP bars Materials and Structures/Materiaux Et Constructions. 50. DOI: 10.1617/S11527-016-0874-9 |
0.423 |
|
2017 |
Mohammadi T, Wan B, Harries KA, Sweriduk ME. Bond Behavior of FRP–Concrete in Presence of Intermediate Crack Debonding Failure Journal of Composites For Construction. 21: 4017018. DOI: 10.1061/(Asce)Cc.1943-5614.0000797 |
0.362 |
|
2017 |
Shahrooz BM, Harries KA, Reis JM, Wells EL, Zeno G, Miller RA, Russell HG. Basis of AASHTO Specifications for High-Strength Shear Reinforcement Journal of Bridge Engineering. 22: 4017090. DOI: 10.1061/(Asce)Be.1943-5592.0001109 |
0.419 |
|
2017 |
Moran R, Webb K, Harries K, García JJ. Edge bearing tests to assess the influence of radial gradation on the transverse behavior of bamboo Construction and Building Materials. 131: 574-584. DOI: 10.1016/J.Conbuildmat.2016.11.106 |
0.38 |
|
2017 |
Harries KA, Guo Q, Cardoso D. Creep and creep buckling of pultruded glass-reinforced polymer members Composite Structures. 181: 315-324. DOI: 10.1016/J.Compstruct.2017.08.098 |
0.416 |
|
2016 |
Harries KA, Sweriduk ME. Factors Affecting Direct Tension Pull-Off Test Results of Materials Bonded to Concrete Advances in Civil Engineering Materials. 5: 353-370. DOI: 10.1520/Acem20160046 |
0.421 |
|
2016 |
Mohammadi T, Wan B, Harries KA. Bond-slip behavior of fiber-reinforced polymer/concrete interface in single shear pull-out and beam tests Journal of Reinforced Plastics and Composites. 35: 375-386. DOI: 10.1177/0731684415623088 |
0.472 |
|
2016 |
Hasanzoi M, Harries KA, Lin JS. Capacity and Practical Implications of Driven Bearing H-Pile Design Using ASTM A572 Grade 50 Steel Journal of Bridge Engineering. 21. DOI: 10.1061/(Asce)Be.1943-5592.0000900 |
0.415 |
|
2016 |
Reynolds T, Sharma B, Harries K, Ramage M. Dowelled structural connections in laminated bamboo and timber Composites Part B: Engineering. 90: 232-240. DOI: 10.1016/J.Compositesb.2015.11.045 |
0.598 |
|
2015 |
Zhang L, Wang WW, Harries KA, Tian J. Bonding Behavior of Wet-Bonded GFRP-Concrete Interface Journal of Composites For Construction. 19. DOI: 10.1061/(Asce)Cc.1943-5614.0000550 |
0.418 |
|
2015 |
Cardoso DCT, Harries KA, Batista EDM. Compressive local buckling of pultruded GFRP I-sections: Development and numerical/experimental evaluation of an explicit equation Journal of Composites For Construction. 19. DOI: 10.1061/(Asce)Cc.1943-5614.0000501 |
0.374 |
|
2015 |
Eljadei AA, Harries KA. On the use of fixed point theory to design coupled core walls Engineering Structures. 102: 61-65. DOI: 10.1016/J.Engstruct.2015.07.045 |
0.736 |
|
2015 |
Cunningham D, Harries KA, Bell AJ. Open-hole tension capacity of pultruded GFRP having staggered hole arrangement Engineering Structures. 95: 8-15. DOI: 10.1016/J.Engstruct.2015.03.042 |
0.419 |
|
2015 |
Girão Coelho AM, Mottram JT, Harries KA. Bolted connections of pultruded GFRP: Implications of geometric characteristics on net section failure Composite Structures. 131: 878-884. DOI: 10.1016/J.Compstruct.2015.06.048 |
0.397 |
|
2015 |
Richard MJ, Harries KA. On inherent bending in tension tests of bamboo Wood Science and Technology. 49: 99-119. DOI: 10.1007/S00226-014-0681-9 |
0.62 |
|
2014 |
Harries KA. Enhancing the stability of structural steel components using fibre-reinforced polymer (FRP) composites Rehabilitation of Metallic Civil Infrastructure Using Fiber Reinforced Polymer (Frp) Composites: Types Properties and Testing Methods. 117-139. DOI: 10.1533/9780857096654.2.117 |
0.331 |
|
2014 |
Wang WW, Dai JG, Harries KA, Zhang L. Prediction of prestress losses in RC beams externally strengthened with prestressed CFRP sheets/plates Journal of Reinforced Plastics and Composites. 33: 699-713. DOI: 10.1177/0731684413519715 |
0.448 |
|
2014 |
Kasan JL, Harries KA, Miller R, Brinkman RJ. Limits of application of externally bonded CFRP repairs for impact-damaged prestressed concrete girders Journal of Composites For Construction. 18. DOI: 10.1061/(Asce)Cc.1943-5614.0000347 |
0.785 |
|
2014 |
Shahrooz BM, Reis JM, Wells EL, Miller RA, Harries KA, Russell HG. Flexural members with high-strength reinforcement: Behavior and code implications Journal of Bridge Engineering. 19. DOI: 10.1061/(Asce)Be.1943-5592.0000571 |
0.474 |
|
2014 |
Kasan JL, Harries KA, Miller R, Brinkman RJ. Repair of prestressed-concrete girders combining internal strand splicing and externally bonded CFRP techniques Journal of Bridge Engineering. 19: 200-209. DOI: 10.1061/(Asce)Be.1943-5592.0000475 |
0.764 |
|
2014 |
Cardoso DCT, Harries KA, Batista EDM. Closed-form equations for compressive local buckling of pultruded thin-walled sections Thin-Walled Structures. 79: 16-22. DOI: 10.1016/J.Tws.2014.01.013 |
0.375 |
|
2014 |
Harries KA, Sweriduk M, Warren D. Performance of spray-applied epoxy lining system subject to infiltration Tunnelling and Underground Space Technology. 43: 389-397. DOI: 10.1016/J.Tust.2014.06.001 |
0.474 |
|
2014 |
Xu Q, Harries K, Li X, Liu Q, Gottron J. Mechanical properties of structural bamboo following immersion in water Engineering Structures. 81: 230-239. DOI: 10.1016/J.Engstruct.2014.09.044 |
0.367 |
|
2014 |
Eljadei AA, Harries KA. Design of coupled wall structures as evolving structural systems Engineering Structures. 73: 100-113. DOI: 10.1016/J.Engstruct.2014.05.002 |
0.764 |
|
2014 |
Gottron J, Harries KA, Xu Q. Creep behaviour of bamboo Construction and Building Materials. 66: 79-88. DOI: 10.1016/J.Conbuildmat.2014.05.024 |
0.458 |
|
2014 |
Cardoso DCT, Harries KA, Batista EDM. Compressive strength equation for GFRP square tube columns Composites Part B: Engineering. 59: 1-11. DOI: 10.1016/J.Compositesb.2013.10.057 |
0.439 |
|
2013 |
Wang WW, Dai JG, Harries KA. Intermediate crack-induced debonding in RC beams externally strengthened with prestressed FRP laminates Journal of Reinforced Plastics and Composites. 32: 1842-1857. DOI: 10.1177/0731684413492574 |
0.463 |
|
2013 |
Harries KA, Holford A, Kasan J. Demonstration of Fiber Optic Instrumentation System for Prestressed Concrete Bridge Elements Journal of Performance of Constructed Facilities. 27: 785-795. DOI: 10.1061/(Asce)Cf.1943-5509.0000390 |
0.752 |
|
2013 |
Kim YJ, Harries KA. Statistical characterization of reinforced concrete beams strengthened with FRP sheets Journal of Composites For Construction. 17: 357-370. DOI: 10.1061/(Asce)Cc.1943-5614.0000356 |
0.483 |
|
2013 |
O'Connor A, Zona A, Harries KA. Special section on eurocodes and their implications for bridge design: Background, implementation, and comparison to north American practice Journal of Bridge Engineering. 18: 1239-1240. DOI: 10.1061/(Asce)Be.1943-5592.0000553 |
0.313 |
|
2013 |
Kasan JL, Harries KA. Analysis of eccentrically loaded adjacent box girders Journal of Bridge Engineering. 18: 15-25. DOI: 10.1061/(Asce)Be.1943-5592.0000329 |
0.801 |
|
2013 |
Wang WW, Dai JG, Harries KA. Performance evaluation of RC beams strengthened with an externally bonded FRP system under simulated vehicle loads Journal of Bridge Engineering. 18: 76-82. DOI: 10.1061/(Asce)Be.1943-5592.0000324 |
0.485 |
|
2013 |
Kim YJ, Hossain M, Harries KA. CFRP strengthening of timber beams recovered from a 32year old quonset: Element and system level tests Engineering Structures. 57: 213-221. DOI: 10.1016/J.Engstruct.2013.09.028 |
0.441 |
|
2013 |
Zhang YY, Harries KA, Yuan WC. Experimental and numerical investigation of the seismic performance of hollow rectangular bridge piers constructed with and without steel fiber reinforced concrete Engineering Structures. 48: 373-388. DOI: 10.1016/J.Engstruct.2012.09.040 |
0.484 |
|
2013 |
Briere V, Harries KA, Kasan J, Hager C. Dilation behavior of seven-wire prestressing strand-The Hoyer effect Construction and Building Materials. 40: 650-658. DOI: 10.1016/J.Conbuildmat.2012.11.064 |
0.786 |
|
2013 |
Sharma B, Harries KA, Ghavami K. Methods of determining transverse mechanical properties of full-culm bamboo Construction and Building Materials. 38: 627-637. DOI: 10.1016/J.Conbuildmat.2012.07.116 |
0.598 |
|
2013 |
Soltani A, Harries KA, Shahrooz BM. Crack Opening Behavior of Concrete Reinforced with High Strength Reinforcing Steel International Journal of Concrete Structures and Materials. 7: 253-264. DOI: 10.1007/S40069-013-0054-Z |
0.631 |
|
2013 |
Cardoso DCT, Harries KA, De M. Batista E. Behaviour of pultruded GFRP tubes: Subject to concentric compression Advanced Composites in Construction 2013, Acic 2013 - Conference Proceedings. 17-28. |
0.325 |
|
2012 |
Sharma B, Harries KA. Effect of fiber gradation on the edge bearing strength of bamboo culms Key Engineering Materials. 517: 63-70. DOI: 10.4028/Www.Scientific.Net/Kem.517.63 |
0.61 |
|
2012 |
Richard MJ, Harries KA. Experimental buckling capacity of multiple-culm bamboo columns Key Engineering Materials. 517: 51-62. DOI: 10.4028/Www.Scientific.Net/Kem.517.51 |
0.609 |
|
2012 |
Harries K, Dawood M. Behavior and performance of fiber-reinforced polymer-to-steel bond Transportation Research Record. 181-188. DOI: 10.3141/2313-19 |
0.456 |
|
2012 |
Harries KA, Zeno G, Shahrooz B. Toward an Improved Understanding of Shear-Friction Behavior Aci Structural Journal. 109: 835-844. DOI: 10.14359/51684127 |
0.414 |
|
2012 |
Kim YJ, Harries KA. Predictive response of notched steel beams repaired with CFRP strips including bond-slip behavior International Journal of Structural Stability and Dynamics. 12: 1-21. DOI: 10.1142/S0219455412004628 |
0.502 |
|
2012 |
Wang WW, Dai JG, Harries KA, Bao QH. Prestress losses and flexural behavior of reinforced concrete beams strengthened with posttensioned CFRP sheets Journal of Composites For Construction. 16: 207-216. DOI: 10.1061/(Asce)Cc.1943-5614.0000255 |
0.486 |
|
2012 |
Harries KA, Shahrooz BM, Soltani A. Flexural crack widths in concrete girders with high-strength reinforcement Journal of Bridge Engineering. 17: 804-812. DOI: 10.1061/(Asce)Be.1943-5592.0000306 |
0.659 |
|
2012 |
Soltani A, Harries KA, Shahrooz BM, Russell HG, Miller RA. Fatigue performance of high-strength reinforcing steel Journal of Bridge Engineering. 17: 454-461. DOI: 10.1061/(Asce)Be.1943-5592.0000281 |
0.675 |
|
2012 |
Harries KA, Hamilton HR, Kasan J, Tatar J. Development of standard bond capacity test for FRP bonded to concrete Proceedings of the 6th International Conference On Frp Composites in Civil Engineering, Cice 2012. |
0.309 |
|
2011 |
Shahrooz BM, Miller RA, Harries KA, Russell HG. Design of Concrete Structures Using High-Strength Steel Reinforcement Nchrp Report. DOI: 10.17226/14496 |
0.455 |
|
2011 |
Sharma B, Mitch D, Harries KA, Ghavami K, Kharel G. Pushover behaviour of bamboo portal frame structure International Wood Products Journal. 2: 20-29. DOI: 10.1179/2042645311Y.0000000003 |
0.595 |
|
2011 |
Harries KA, El-Tawil S. Steel-FRP composite structural systems Composite Construction in Steel and Concrete Vi - Proceedings of the 2008 Composite Construction in Steel and Concrete Conference. 703-716. DOI: 10.1061/41142(396)58 |
0.32 |
|
2011 |
Mitch D, Harries KA, Sharma B. Erratum for "Characterization of Splitting Behavior of Bamboo Culms" by Derek Mitch, Kent A. Harries, and Bhavna Sharma Journal of Materials in Civil Engineering. 23: 350-350. DOI: 10.1061/(Asce)Mt.1943-5533.0000236 |
0.503 |
|
2011 |
Kasan J, Harries KA. Redevelopment of prestressing force in severed prestressed strands Journal of Bridge Engineering. 16: 431-437. DOI: 10.1061/(Asce)Be.1943-5592.0000177 |
0.782 |
|
2011 |
Kim YJ, Harries KA. Fatigue behavior of damaged steel beams repaired with CFRP strips Engineering Structures. 33: 1491-1502. DOI: 10.1016/J.Engstruct.2011.01.019 |
0.463 |
|
2011 |
Cromwell JR, Harries KA, Shahrooz BM. Environmental durability of externally bonded FRP materials intended for repair of concrete structures Construction and Building Materials. 25: 2528-2539. DOI: 10.1016/J.Conbuildmat.2010.11.096 |
0.414 |
|
2011 |
Kim YJ, Harries KA. Behavior of tee-section bracing members retrofitted with CFRP strips subjected to axial compression Composites Part B: Engineering. 42: 789-800. DOI: 10.1016/J.Compositesb.2011.01.016 |
0.46 |
|
2011 |
Kim YJ, Harries KA. Modeling of steel beams strengthened with CFRP strips including bond-slip properties Advances in Frp Composites in Civil Engineering - Proceedings of the 5th International Conference On Frp Composites in Civil Engineering, Cice 2010. 873-876. |
0.389 |
|
2011 |
Eveslage T, Aidoo J, Bro W, Harries KA. Towards a standard test method for assessing FRP-to-concrete bond characteristics Advances in Frp Composites in Civil Engineering - Proceedings of the 5th International Conference On Frp Composites in Civil Engineering, Cice 2010. 504-507. |
0.387 |
|
2010 |
Shahrooz BM, Reis JM, Wells EL, Miller R, Harries KA, Russell HG. Flexural behavior and design with high-strength bars and bars without a well-defined yield point Transportation Research Record. 103-111. DOI: 10.3141/2172-12 |
0.468 |
|
2010 |
Harries KA, Shahrooz BM, Soltani A, Reis JM, Wells EL, Miller R, Russell HG. Bond and anchorage of high-strength reinforcing steel Transportation Research Record. 96-102. DOI: 10.3141/2172-11 |
0.652 |
|
2010 |
Eveslage T, Aidoo J, Harries KA, Bro W. Effect of variations in practice of ASTM D7522 standard pull-off test for FRP-Concrete interfaces Journal of Testing and Evaluation. 38. DOI: 10.1520/Jte102682 |
0.429 |
|
2010 |
El-Tawil S, Harries KA, Fortney PJ, Shahrooz BM, Kurama Y. Seismic design of hybrid coupled wall systems: State of the art Journal of Structural Engineering. 136: 755-769. DOI: 10.1061/(Asce)St.1943-541X.0000186 |
0.435 |
|
2010 |
Mitch D, Harries KA, Sharma B. Characterization of splitting behavior of bamboo culms Journal of Materials in Civil Engineering. 22: 1195-1199. DOI: 10.1061/(Asce)Mt.1943-5533.0000120 |
0.587 |
|
2010 |
Kim YJ, Harries KA. Modeling of timber beams strengthened with various CFRP composites Engineering Structures. 32: 3225-3234. DOI: 10.1016/J.Engstruct.2010.06.011 |
0.459 |
|
2009 |
Minnaugh PL, Harries KA. Fatigue behavior of externally bonded steel fiber reinforced polymer (SFRP) for retrofit of reinforced concrete Materials and Structures/Materiaux Et Constructions. 42: 271-278. DOI: 10.1617/S11527-008-9384-8 |
0.486 |
|
2009 |
Dutta D, Sohn H, Harries KA, Rizzo P. A nonlinear acoustic technique for crack detection in metallic structures Structural Health Monitoring. 8: 251-262. DOI: 10.1177/1475921709102105 |
0.311 |
|
2009 |
Harries KA. Structural testing of prestressed concrete girders from the Lake View Drive Bridge Journal of Bridge Engineering. 14: 78-92. DOI: 10.1061/(Asce)1084-0702(2009)14:2(78) |
0.444 |
|
2009 |
Harries KA, Peck AJ, Abraham EJ. Enhancing stability of structural steel sections using FRP Thin-Walled Structures. 47: 1092-1101. DOI: 10.1016/J.Tws.2008.10.007 |
0.432 |
|
2009 |
Degala S, Rizzo P, Ramanathan K, Harries KA. Acoustic emission monitoring of CFRP reinforced concrete slabs Construction and Building Materials. 23: 2016-2026. DOI: 10.1016/J.Conbuildmat.2008.08.026 |
0.493 |
|
2008 |
Cammarata M, Dutta D, Sohn H, Rizzo P, Harries KA. Advanced Ultrasonic Structural Monitoring of Waveguides Advances in Science and Technology. 56: 477-482. DOI: 10.4028/Www.Scientific.Net/Ast.56.477 |
0.352 |
|
2008 |
Coogler KL, Harries KA, Gallick M. Experimental study of offset mechanical lap splice behavior Aci Structural Journal. 105: 478-487. DOI: 10.14359/19862 |
0.423 |
|
2008 |
Sohn H, Kim SD, In CW, Cronin KE, Harries K. Debonding monitoring of CFRP strengthened RC beams using active sensing and infrared imaging Smart Structures and Systems. 4: 391-406. DOI: 10.12989/Sss.2008.4.4.391 |
0.43 |
|
2008 |
Dai JG, Harries KA, Yokota H. A critical steel yielding length model for predicting intermediate crack-induced debonding in FRP -strengthened RC members Steel and Composite Structures. 8: 457-473. DOI: 10.12989/Scs.2008.8.6.457 |
0.461 |
|
2008 |
Xuan G, Shahrooz BM, Harries KA, Rassati GA. A performance-based design approach for coupled core wall systems with diagonally reinforced concrete coupling beams Advances in Structural Engineering. 11: 253-268. DOI: 10.1260/136943308785082580 |
0.513 |
|
2008 |
Hull DH, Harries KA. On the applicability of fixed point theory to the behavior of coupled core walls International Journal of Structural Stability and Dynamics. 8: 161-186. DOI: 10.1142/S0219455408002594 |
0.465 |
|
2008 |
Degala S, Rizzo P, Ramanathan K, Harries KA. Acoustic emission monitoring of externally bonded FRP- reinforced concrete Proceedings of Spie - the International Society For Optical Engineering. 6935. DOI: 10.1117/12.775865 |
0.408 |
|
2008 |
Sohn H, Kim SD, Harries K. Reference-free damage classification based on cluster analysis Computer-Aided Civil and Infrastructure Engineering. 23: 324-338. DOI: 10.1111/J.1467-8667.2008.00541.X |
0.448 |
|
2008 |
Harries KA. Discussion of “Response Prediction of RC Beams Externally Bonded with Steel-Reinforced Polymers” by Marisa Pecce, Francesca Ceroni, Andrea Prota, and Gaetano Manfredi Journal of Composites For Construction. 12: 111-112. DOI: 10.1061/(Asce)1090-0268(2008)12:1(111) |
0.414 |
|
2008 |
Petrou MF, Parler D, Harries KA, Rizos DC. Strengthening of reinforced concrete bridge decks using carbon fiber-reinforced polymer composite materials Journal of Bridge Engineering. 13: 455-467. DOI: 10.1061/(Asce)1084-0702(2008)13:5(455) |
0.502 |
|
2008 |
Sharma B, Harries KA. Effects of slab post-tensioning on supporting steel beams in steel framed parking deck structures Engineering Journal. 45: 197-210. |
0.367 |
|
2008 |
Zein AS, Gassman SL, Harries KA. Relationship between impact/echo response and structural behavior of retrofitted concrete girders During loading Materials Evaluation. 66: 1173-1181. |
0.36 |
|
2007 |
Harries KA, Reeve B, Zorn A. Experimental evaluation of factors affecting monotonic and fatigue behavior of fiber-reinforced polymer-to-concrete bond in reinforced concrete beams Aci Structural Journal. 104: 667-674. DOI: 10.14359/18948 |
0.512 |
|
2007 |
Abraham E, Harries KA. Conceptual investigation of partially buckling restrained braces Structural Engineering Research Frontiers. DOI: 10.1061/40944(249)53 |
0.415 |
|
2007 |
Porter ML, Harries K. Future directions for research in FRP composites in concrete construction Journal of Composites For Construction. 11: 252-257. DOI: 10.1061/(Asce)1090-0268(2007)11:3(252) |
0.337 |
|
2007 |
Harries KA, Moses J. Effect on superstructure stress of replacing a composite RC bridge deck with a GFRP deck Journal of Bridge Engineering. 12: 394-398. DOI: 10.1061/(Asce)1084-0702(2007)12:3(394) |
0.419 |
|
2007 |
Kim SD, In CW, Cronin KE, Sohn H, Harries K. Reference-free NDT technique for debonding detection in CFRP-strengthened RC structures Journal of Structural Engineering. 133: 1080-1091. DOI: 10.1061/(Asce)0733-9445(2007)133:8(1080) |
0.429 |
|
2006 |
Harries K, Ricles J, Pissiki S, Sause R. Seismic Retrofit of Lap Splices in Nonductile Columns Using CFRP Jackets Aci Structural Journal. 103: 226-236. DOI: 10.14359/18242 |
0.376 |
|
2006 |
Harries KA, Aidoo J, Zorn A, Quattlebaum J. Deterioration of FRP-to-concrete bond under failure loading Advances in Structural Engineering. 9: 779-789. DOI: 10.1260/136943306779369446 |
0.428 |
|
2006 |
Wan B, Petrou MF, Harries KA. The effect of the presence of water on the durability of bond between CFRP and concrete Journal of Reinforced Plastics and Composites. 25: 875-890. DOI: 10.1177/0731684406065140 |
0.416 |
|
2006 |
Harries KA, Aidoo J. Debonding- and fatigue-related strain limits for externally bonded FRP Journal of Composites For Construction. 10: 87-90. DOI: 10.1061/(Asce)1090-0268(2006)10:1(87) |
0.454 |
|
2006 |
Moses JP, Harries KA, Earls CJ, Yulismana W. Evaluation of effective width and distribution factors for GFRP bridge decks supported on steel girders Journal of Bridge Engineering. 11: 401-409. DOI: 10.1061/(Asce)1084-0702(2006)11:4(401) |
0.494 |
|
2006 |
Aidoo J, Harries KA, Petrou MF. Full-scale experimental investigation of repair of reinforced concrete interstate bridge using CFRP materials Journal of Bridge Engineering. 11: 350-358. DOI: 10.1061/(Asce)1084-0702(2006)11:3(350) |
0.503 |
|
2006 |
Harries KA, McNeice DS. Performance-based design of high-rise coupled wall systems Structural Design of Tall and Special Buildings. 15: 289-306. DOI: 10.1002/Tal.296 |
0.452 |
|
2006 |
Harries KA, Ricles JR, Pessiki S, Sause R. Seismic retrofit of lap splices in nonductile square columns using carbon fiber-reinforced jackets Aci Structural Journal. 103: 874-884. |
0.413 |
|
2006 |
Harries KA, Shahrooz BM, Brienen P, Fortney PJ, Rassati GA. Performance-based design of coupled wall systems Proceedings of the 5th International Conference On Composite Construction in Steel and Concrete V. 686-697. |
0.344 |
|
2005 |
Harries KA, Fortney PJ, Shahrooz BM, Brienen PJ. Practical design of diagonally reinforced concrete coupling beams - Critical review of ACI 318 requirements Aci Structural Journal. 102: 876-882. DOI: 10.14359/14796 |
0.496 |
|
2005 |
Carey SA, Harries KA. Axial behavior and modeling of confined small-, medium-, and large-scale circular sections with carbon fiber-reinforced polymer jackets Aci Structural Journal. 102: 596-604. DOI: 10.14359/14564 |
0.489 |
|
2005 |
Quattlebaum JB, Harries KA, Petrou MF. Comparison of three flexural retrofit systems under monotonic and fatigue loads Journal of Bridge Engineering. 10: 731-740. DOI: 10.1061/(Asce)1084-0702(2005)10:6(731) |
0.498 |
|
2005 |
Coogler K, Harries KA, Wan B, Rizos DC, Petrou MF. Critical evaluation of strain measurements in glass fiber-reinforced polymer bridge decks Journal of Bridge Engineering. 10: 704-712. DOI: 10.1061/(Asce)1084-0702(2005)10:6(704) |
0.373 |
|
2005 |
Harries K. Call for Fiber Reinforced Polymer Papers Journal of Bridge Engineering. 10: 3-3. DOI: 10.1061/(Asce)1084-0702(2005)10:1(3) |
0.45 |
|
2005 |
Wan B, Rizos DC, Petrou MF, Harries KA. Computer simulations and parametric studies of GFRP bridge deck systems Composite Structures. 69: 103-115. DOI: 10.1016/J.Compstruct.2004.05.012 |
0.395 |
|
2004 |
Sause R, Harries KA, Walkup SL, Pessiki S, Ricles JM. Flexural Behavior of Concrete Columns Retrofitted with Carbon Fiber-Reinforced Polymer Jackets Aci Structural Journal. 101: 708-716. DOI: 10.14359/13393 |
0.469 |
|
2004 |
Harries KA. Discussion of "Seismic force modification factors for the proposed 2005 edition of the National Building Code of Canada" Canadian Journal of Civil Engineering. 31: 393-394. DOI: 10.1139/L04-012 |
0.494 |
|
2004 |
Aidoo J, Harries KA, Petrou MF. Fatigue behavior of carbon fiber reinforced polymer-strengthened reinforced concrete bridge girders Journal of Composites For Construction. 8: 501-509. DOI: 10.1061/(Asce)1090-0268(2004)8:6(501) |
0.511 |
|
2004 |
Harries KA, Dan'l Moulton J, Clemson RL. Parametric study of coupled wall behavior-implications for the design of coupling beams Journal of Structural Engineering. 130: 480-488. DOI: 10.1061/(Asce)0733-9445(2004)130:3(480) |
0.448 |
|
2004 |
Wan B, Sutton MA, Petrou MF, Harries KA, Li N. Investigation of bond between fiber reinforced polymer and concrete undergoing global mixed mode I/II loading Journal of Engineering Mechanics. 130: 1467-1475. DOI: 10.1061/(Asce)0733-9399(2004)130:12(1467) |
0.413 |
|
2004 |
Turner MK, Harries KA, Petrou MF, Rizos D. In situ structural evaluation of a GFRP bridge deck system Composite Structures. 65: 157-165. DOI: 10.1016/J.Compstruct.2003.10.011 |
0.472 |
|
2004 |
Sause R, Harries KA, Walkup SL, Pessiki S, Ricles JM. Flexural behavior of concrete columns retrofitted with carbon fiber-reinforced polymer jackets Aci Structural Journal. 101: 708-716. |
0.366 |
|
2003 |
Harries KA, Kharel G. Experimental investigation of the behavior of variably confined concrete Cement and Concrete Research. 33: 873-880. DOI: 10.1016/S0008-8846(02)01086-4 |
0.416 |
|
2003 |
Harries KA, Carey SA. Shape and "gap" effects on the behavior of variably confined concrete Cement and Concrete Research. 33: 881-890. DOI: 10.1016/S0008-8846(02)01085-2 |
0.479 |
|
2003 |
Giurgiutiu V, Harries K, Petrou M, Bost J, Quattlebaum JB. Disbond detection with piezoelectric wafer active sensors in RC structures strengthened with FRP composite overlays Earthquake Engineering and Engineering Vibration. 2: 213-223. DOI: 10.1007/S11803-003-0005-9 |
0.453 |
|
2002 |
Wan B, Harries KA, Petrou MF. Transfer length of strands in prestressed concrete piles Aci Structural Journal. 99: 577-585. DOI: 10.14359/12297 |
0.395 |
|
2002 |
Harries KA, Kharel G. Behavior and modeling of concrete subject to variable confining pressure Aci Materials Journal. 99: 180-189. DOI: 10.14359/11711 |
0.396 |
|
2002 |
Wan B, Petrou MF, Harries KA, Hussein AA. Top bar effects in prestressed concrete piles Aci Structural Journal. 99: 208-214. DOI: 10.14359/11546 |
0.496 |
|
2001 |
Petrou MF, Harries KA, Schroeder GE. Field investigation of high-performance concrete bridge decks in South Carolina Transportation Research Record. 12-19. DOI: 10.3141/1770-02 |
0.373 |
|
2001 |
Harries KA, Petrou MF. Behavior Of Precast, Prestressed Concrete Pile To Cast-In-Place Pile Cap Connections Pci Journal. 46: 82-92. DOI: 10.15554/Pcij.07012001.82.92 |
0.419 |
|
2001 |
Harries KA. Ductility and deformability of coupling beams in reinforced concrete coupled walls Earthquake Spectra. 17: 457-478. DOI: 10.1193/1.1586184 |
0.469 |
|
2001 |
Papakonstantinou CG, Petrou MF, Harries KA. Fatigue behavior of RC beams strengthened with GFRP sheets Journal of Composites For Construction. 5: 246-253. DOI: 10.1061/(Asce)1090-0268(2001)5:4(246) |
0.486 |
|
2001 |
Pessiki S, Harries KA, Kestner JT, Sause R, Ricles JM. Axial behavior of reinforced concrete columns confined with FRP jackets Journal of Composites For Construction. 5: 237-245. DOI: 10.1061/(Asce)1090-0268(2001)5:4(237) |
0.487 |
|
2000 |
Petrou MF, Wan B, Joiner WS, Trezos CG, Harries KA. Excessive Strand End Slip in Prestressed Piles Aci Structural Journal. 97: 774-782. DOI: 10.14359/8813 |
0.44 |
|
2000 |
Petrou MF, Wan B, Gadala-Maria F, Kolli VG, Harries KA. Influence of mortar rheology on aggregate settlement Aci Structural Journal. 97: 479-485. DOI: 10.14359/7415 |
0.363 |
|
2000 |
Harries KA, Gong B, Shahrooz BM. Behavior and design of reinforced concrete, steel, and steel-concrete coupling beams Earthquake Spectra. 16: 775-799. DOI: 10.1193/1.1586139 |
0.518 |
|
2000 |
Harries KA, Petrou MF, Brooks G. Structural characterization of built-up timber columns Journal of Architectural Engineering. 6: 58-65. DOI: 10.1061/(Asce)1076-0431(2000)6:2(58) |
0.423 |
|
2000 |
Petrou MF, Harries KA, Gadala-Maria F, Kolli VG. A unique experimental method for monitoring aggregate settlement in concrete Cement and Concrete Research. 30: 809-816. DOI: 10.1016/S0008-8846(00)00223-4 |
0.342 |
|
1998 |
Harries KA, Mitchell D, Redwood RG, Cook WD. Nonlinear seismic response predictions of walls coupled with steel and concrete beams Canadian Journal of Civil Engineering. 25: 803-818. DOI: 10.1139/L98-015 |
0.496 |
|
1997 |
Harries KA, Mitchell D, Redwood RG, Cook WD. Seismic design of coupled walls - A case for mixed construction Canadian Journal of Civil Engineering. 24: 448-459. DOI: 10.1139/L96-130 |
0.452 |
|
1993 |
Harries KA, Mitchell D, Cook WD, Redwood RG. Seismic response of steel beams coupling concrete walls Journal of Structural Engineering (United States). 119: 3611-3629. DOI: 10.1061/(Asce)0733-9445(1993)119:12(3611) |
0.529 |
|
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