Year |
Citation |
Score |
2020 |
Sharma R, Dobrovolny CS, Hurlebaus S, Kiani M. Adequacy of Manitoba concrete bridge rail during truck platoon impacts and associated occupant risks International Journal of Crashworthiness. 1-11. DOI: 10.1080/13588265.2020.1785111 |
0.4 |
|
2020 |
Karthik MM, Mander JB, Hurlebaus S. Simulating behaviour of large reinforced concrete beam-column joints subject to ASR/DEF deterioration and influence of corrosion Engineering Structures. 222: 111064. DOI: 10.1016/J.Engstruct.2020.111064 |
0.377 |
|
2019 |
Dobrovolny CS, Shi S, Kovar J, Bligh RP, Hurlebaus S. Development of a New Manual for Assessing Safety Hardware TL-3 Low-Profile Portable Concrete Barrier for High-Speed Applications: Transportation Research Record. 2673: 630-640. DOI: 10.1177/0361198119845898 |
0.319 |
|
2019 |
Terzioglu T, Karthik MM, Hurlebaus S, Hueste MBD. Nondestructive Evaluation of External Post-Tensioning Systems to Detect Grout Defects Journal of Structural Engineering-Asce. 145: 5018002. DOI: 10.1061/(Asce)St.1943-541X.0002229 |
0.333 |
|
2019 |
Karthik MM, Terzioglu T, Hurlebaus S, Hueste MB, Weischedel H, Stamm R. Magnetic flux leakage technique to detect loss in metallic area in external post-tensioning systems Engineering Structures. 201: 109765. DOI: 10.1016/J.Engstruct.2019.109765 |
0.304 |
|
2018 |
Puls E, Hueste MBD, Hurlebaus S, Damnjanovic I. Prioritization of a Bridge Inventory for Historic Preservation: A Case Study for Tarrant County, Texas: Public Works Management & Policy. 23: 205-220. DOI: 10.1177/1087724X18757533 |
0.34 |
|
2018 |
Karthik MM, Terzioglu T, Jones C, Hurlebaus S, Hueste MBD. Nondestructive Evaluation of Non-Strand Defects in Stay Cable Specimens Transportation Research Record. 2672: 101-112. DOI: 10.1177/0361198118790640 |
0.343 |
|
2018 |
Karthik MM, Mander JB, Hurlebaus S. Experimental Behavior of Large Reinforced Concrete Specimen with Heavy ASR and DEF Deterioration Journal of Structural Engineering-Asce. 144: 4018110. DOI: 10.1061/(Asce)St.1943-541X.0002102 |
0.324 |
|
2018 |
Karthik MM, Mander JB, Hurlebaus S. Modeling ASR/DEF Expansion Strains in Large Reinforced Concrete Specimens Journal of Structural Engineering-Asce. 144: 4018085. DOI: 10.1061/(Asce)St.1943-541X.0002030 |
0.35 |
|
2018 |
Terzioglu T, Karthik MM, Hurlebaus S, Hueste MBD, Maack S, Woestmann J, Wiggenhauser H, Krause M, Miller PK, Olson LD. Nondestructive evaluation of grout defects in internal tendons of post-tensioned girders Ndt & E International. 99: 23-35. DOI: 10.1016/J.Ndteint.2018.05.013 |
0.32 |
|
2017 |
Wieghaus KT, Mander JB, Hurlebaus S. Damage avoidance solution to mitigate wind-induced fatigue in steel traffic support structures Journal of Constructional Steel Research. 138: 298-307. DOI: 10.1016/J.Jcsr.2017.06.037 |
0.364 |
|
2016 |
Karthik MM, Mander JB, Hurlebaus S. Displacement-Based Compatibility Strut-and-Tie Method and Application to Monotonic and Cyclic Loading Journal of Structural Engineering-Asce. 142: 4016010. DOI: 10.1061/(Asce)St.1943-541X.0001457 |
0.405 |
|
2016 |
Karthik MM, Mander JB, Hurlebaus S. ASR/DEF related expansion in structural concrete: Model development and validation Construction and Building Materials. 128: 238-247. DOI: 10.1016/J.Conbuildmat.2016.10.084 |
0.385 |
|
2016 |
Karthik MM, Mander JB, Hurlebaus S. Deterioration data of a large-scale reinforced concrete specimen with severe ASR/DEF deterioration Construction and Building Materials. 124: 20-30. DOI: 10.1016/J.Conbuildmat.2016.07.072 |
0.321 |
|
2015 |
Liu S, Bracci JM, Mander JB, Hurlebaus S. Performance of D-Regions Affected by Alkali-Silica Reaction: Accelerated Exposure and Damage Aci Materials Journal. 112: 501-512. DOI: 10.14359/51687752 |
0.36 |
|
2015 |
Sharma H, Gardoni P, Hurlebaus S. Performance-Based Probabilistic Capacity Models and Fragility Estimates for RC Columns Subject to Vehicle Collision Computer-Aided Civil and Infrastructure Engineering. DOI: 10.1111/Mice.12135 |
0.794 |
|
2015 |
Huang Q, Gardoni P, Hurlebaus S. Adaptive Reliability Analysis of Reinforced Concrete Bridges Subject to Seismic Loading Using Nondestructive Testing Asce-Asme Journal of Risk and Uncertainty in Engineering Systems, Part a: Civil Engineering. 1: 04015014. DOI: 10.1061/Ajrua6.0000835 |
0.45 |
|
2015 |
Tucker SE, Briaud JL, Hurlebaus S, Everett ME, Arjwech R. Electrical resistivity and induced polarization imaging for unknown bridge foundations Journal of Geotechnical and Geoenvironmental Engineering. 141. DOI: 10.1061/(Asce)Gt.1943-5606.0001268 |
0.311 |
|
2015 |
Bartilson DT, Wieghaus KT, Hurlebaus S. Target-less computer vision for traffic signal structure vibration studies Mechanical Systems and Signal Processing. 60: 571-582. DOI: 10.1016/J.Ymssp.2015.01.005 |
0.351 |
|
2015 |
Wieghaus KT, Mander JB, Hurlebaus S. Fragility analysis of wind-excited traffic signal structures Engineering Structures. 101: 652-661. DOI: 10.1016/J.Engstruct.2015.07.044 |
0.325 |
|
2014 |
White J, Hurlebaus S, Shokouhi P, Wimsatt A. Use of Ultrasonic Tomography to Detect Structural Impairment in Tunnel Linings: Validation Study and Field Evaluation Transportation Research Record. 2407: 20-31. DOI: 10.3141/2407-03 |
0.353 |
|
2014 |
Gar SP, Mander JB, Head M, Hurlebaus S. FRP Slab Capacity Using Yield Line Theory Journal of Composites For Construction. 18: 4014021-4014021. DOI: 10.1061/(Asce)Cc.1943-5614.0000476 |
0.338 |
|
2014 |
Gar SP, Head M, Hurlebaus S, Mander JB. Experimental Performance of AFRP Concrete Bridge Deck Slab with Full-Depth Precast Prestressed Panels Journal of Bridge Engineering. 19: 4013018. DOI: 10.1061/(Asce)Be.1943-5592.0000559 |
0.401 |
|
2014 |
Sharma H, Gardoni P, Hurlebaus S. Probabilistic demand model and performance-based fragility estimates for RC column subject to vehicle collision Engineering Structures. 74: 86-95. DOI: 10.1016/J.Engstruct.2014.05.017 |
0.789 |
|
2013 |
Arjwech R, Everett ME, Briaud JL, Hurlebaus S, Medina-Cetina Z, Tucker S, Yousefpour N. Electrical resistivity imaging of unknown bridge foundations Near Surface Geophysics. 11: 591-598. DOI: 10.3997/1873-0604.2013023 |
0.321 |
|
2013 |
Gar SP, Head MH, Hurlebaus S. Computational Modeling of Aramid Fiber-Reinforced Polymer Prestressed Girder in Composite Action with Bridge Deck Aci Structural Journal. 110: 965-976. DOI: 10.14359/51686152 |
0.36 |
|
2013 |
Im SB, Cloudt HC, Fogle JA, Hurlebaus S. Enhanced damage index method using torsion modes of structures Smart Structures and Systems. 12: 427-440. DOI: 10.12989/Sss.2013.12.3_4.427 |
0.702 |
|
2013 |
Samuels JM, Reyer M, Hurlebaus S, Lucy SH, Woodcock DG, Ozbulut OE. Monitoring of the St. Paul Lutheran Church using a Wireless Sensor Network (WSN) During Foundation Stabilization International Journal of Architectural Heritage. 7: 68-88. DOI: 10.1080/15583058.2011.608245 |
0.672 |
|
2013 |
Moaveni B, Hurlebaus S, Moon F. Special issue on real-world applications of structural identification and health monitoring methodologies Journal of Structural Engineering (United States). 139: 1637-1638. DOI: 10.1061/(Asce)St.1943-541X.0000779 |
0.375 |
|
2013 |
Im SB, Hurlebaus S, Kang YJ. Summary Review of GPS Technology for Structural Health Monitoring Journal of Structural Engineering-Asce. 139: 1653-1664. DOI: 10.1061/(Asce)St.1943-541X.0000475 |
0.669 |
|
2013 |
Gar SP, Head M, Hurlebaus S, Mander JB. Comparative Experimental Performance of Bridge Deck Slabs with AFRP and Steel Precast Panels Journal of Composites For Construction. 17: 4013014. DOI: 10.1061/(Asce)Cc.1943-5614.0000380 |
0.399 |
|
2013 |
Bitaraf M, Hurlebaus S. Semi-active adaptive control of seismically excited 20-story nonlinear building Engineering Structures. 56: 2107-2118. DOI: 10.1016/J.Engstruct.2013.08.031 |
0.793 |
|
2012 |
Im SB, Hurlebaus S. Modeling and Validation of Repair Grout Flow in Voided Ducts Aci Structural Journal. 109: 477-486. DOI: 10.14359/51683867 |
0.668 |
|
2012 |
Im SB, Hurlebaus S. Determination of the repair grout volume to fill voids inexternal post-tensioned tendons Structural Engineering and Mechanics. 42: 25-38. DOI: 10.12989/Sem.2012.42.1.025 |
0.668 |
|
2012 |
Ozbulut OE, Hurlebaus S. A Comparative Study on the Seismic Performance of Superelastic-Friction Base Isolators against Near-Field Earthquakes Earthquake Spectra. 28: 1147-1163. DOI: 10.1193/1.4000070 |
0.682 |
|
2012 |
Bitaraf M, Hurlebaus S, Barroso LR. Active and Semi-active Adaptive Control for Undamaged and Damaged Building Structures Under Seismic Load Computer-Aided Civil and Infrastructure Engineering. 27: 48-64. DOI: 10.1111/J.1467-8667.2011.00719.X |
0.797 |
|
2012 |
Gar SP, Head M, Hurlebaus S. Tension Stiffening in Prestressed Concrete Beams Using Moment-Curvature Relationship Journal of Structural Engineering-Asce. 138: 1075-1078. DOI: 10.1061/(Asce)St.1943-541X.0000534 |
0.333 |
|
2012 |
Hurlebaus S, Stocks T, Ozbulut OE. Smart Structures in Engineering Education Journal of Professional Issues in Engineering Education and Practice. 138: 86-94. DOI: 10.1061/(Asce)Ei.1943-5541.0000079 |
0.656 |
|
2012 |
Huang Q, Gardoni P, Hurlebaus S. A probabilistic damage detection approach using vibration-based nondestructive testing Structural Safety. 38: 11-21. DOI: 10.1016/J.Strusafe.2012.01.004 |
0.391 |
|
2012 |
Sharma H, Hurlebaus S, Gardoni P. Performance-based response evaluation of reinforced concrete columns subject to vehicle impact International Journal of Impact Engineering. 43: 52-62. DOI: 10.1016/J.Ijimpeng.2011.11.007 |
0.79 |
|
2012 |
Im SB, Hurlebaus S. Simulation of repair grout flow in external tendon system Ksce Journal of Civil Engineering. 16: 1250-1257. DOI: 10.1007/S12205-012-1642-1 |
0.675 |
|
2012 |
Im SB, Hurlebaus S. Non-destructive testing methods to identify voids in external post-tensioned tendons Ksce Journal of Civil Engineering. 16: 388-397. DOI: 10.1007/S12205-012-1295-0 |
0.681 |
|
2012 |
Ozbulut OE, Hurlebaus S. Application of an SMA‐based hybrid control device to 20‐story nonlinear benchmark building Earthquake Engineering & Structural Dynamics. 41: 1831-1843. DOI: 10.1002/Eqe.2160 |
0.721 |
|
2011 |
Kim Y, Langari R, Hurlebaus S. MIMO fuzzy identification of building-MR damper systems Journal of Intelligent and Fuzzy Systems. 22: 185-205. DOI: 10.3233/Ifs-2011-0482 |
0.597 |
|
2011 |
Huang Q, Gardoni P, Hurlebaus S. Predicting concrete compressive strength using ultrasonic pulse velocity and rebound number Aci Materials Journal. 108: 403-412. DOI: 10.14359/51683113 |
0.382 |
|
2011 |
Ozbulut OE, Hurlebaus S. Energy-balance assessment of shape memory alloy-based seismic isolation devices Smart Structures and Systems. 8: 399-412. DOI: 10.12989/Sss.2011.8.4.399 |
0.69 |
|
2011 |
Ozbulut OE, Hurlebaus S, Desroches R. Seismic response control using shape memory alloys: A review Journal of Intelligent Material Systems and Structures. 22: 1531-1549. DOI: 10.1177/1045389X11411220 |
0.692 |
|
2011 |
Ozbulut OE, Hurlebaus S. Seismic assessment of bridge structures isolated by a shape memory alloy/rubber-based isolation system Smart Materials and Structures. 20: 15003. DOI: 10.1088/0964-1726/20/1/015003 |
0.715 |
|
2011 |
Huang Q, Gardoni P, Hurlebaus S. Adaptive reliability analysis of reinforced concrete bridges using nondestructive testing Vulnerability, Uncertainty, and Risk: Analysis, Modeling, and Management - Proceedings of the Icvram 2011 and Isuma 2011 Conferences. 922-929. DOI: 10.1061/41170(400)112 |
0.333 |
|
2011 |
Ozbulut OE, Hurlebaus S. Re-centering variable friction device for vibration control of structures subjected to near-field earthquakes Mechanical Systems and Signal Processing. 25: 2849-2862. DOI: 10.1016/J.Ymssp.2011.04.017 |
0.711 |
|
2011 |
Ozbulut OE, Bitaraf M, Hurlebaus S. Adaptive control of base-isolated structures against near-field earthquakes using variable friction dampers Engineering Structures. 33: 3143-3154. DOI: 10.1016/J.Engstruct.2011.08.022 |
0.803 |
|
2011 |
Samuels JM, Reyer M, Hurlebaus S, Lucy SH, Woodcock DG, Bracci JM. Wireless sensor network to monitor an historic structure under rehabilitation Journal of Civil Structural Health Monitoring. 1: 69-78. DOI: 10.1007/S13349-011-0008-6 |
0.358 |
|
2011 |
Murphy RR, Steimle E, Hall M, Lindemuth M, Trejo D, Hurlebaus S, Medina-Cetina Z, Slocum D. Robot-Assisted Bridge Inspection Journal of Intelligent and Robotic Systems. 64: 77-95. DOI: 10.1007/S10846-010-9514-8 |
0.314 |
|
2011 |
Ozbulut OE, Hurlebaus S. Optimal design of superelastic‐friction base isolators for seismic protection of highway bridges against near‐field earthquakes Earthquake Engineering & Structural Dynamics. 40: 273-291. DOI: 10.1002/Eqe.1022 |
0.702 |
|
2011 |
Huang Q, Gardoni P, Hurlebaus S. Seismic fragility of RC bridges using the data obtained from nondestructive testing Applications of Statistics and Probability in Civil Engineering -Proceedings of the 11th International Conference On Applications of Statistics and Probability in Civil Engineering. 2633-2641. |
0.345 |
|
2011 |
Sharma H, Gardoni P, Hurlebaus S. Performance-based probabilistic capacity models and fragility estimates for reinforced concrete column subject to vehicle collision Applications of Statistics and Probability in Civil Engineering -Proceedings of the 11th International Conference On Applications of Statistics and Probability in Civil Engineering. 1152-1159. |
0.378 |
|
2010 |
Im SB, Hurlebaus S, Trejo D. Inspection of Voids in External Tendons of Posttensioned Bridges Transportation Research Record. 2172: 115-122. DOI: 10.3141/2172-13 |
0.363 |
|
2010 |
Im SB, Hurlebaus S, Trejo D. Effective Repair Grouting Methods and Materials for Filling Voids in External Posttensioned Tendons Transportation Research Record. 2172: 3-10. DOI: 10.3141/2172-01 |
0.325 |
|
2010 |
Ozbulut OE, Hurlebaus S. Neuro-fuzzy Modeling of Temperature- and Strain-rate-dependent Behavior of NiTi Shape Memory Alloys for Seismic Applications Journal of Intelligent Material Systems and Structures. 21: 837-849. DOI: 10.1177/1045389X10369720 |
0.667 |
|
2010 |
Bitaraf M, Barroso LR, Hurlebaus S. Adaptive Control to Mitigate Damage Impact on Structural Response Journal of Intelligent Material Systems and Structures. 21: 607-619. DOI: 10.1177/1045389X10361993 |
0.803 |
|
2010 |
Ozbulut OE, Hurlebaus S. Performance evaluation of shape memory alloy/rubber-based isolation systems for seismic response mitigation of bridges Proceedings of Spie. 7647. DOI: 10.1117/12.847601 |
0.707 |
|
2010 |
Bitaraf M, Ozbulut OE, Hurlebaus S. Adaptive control of base-isolated buildings using piezoelectric friction dampers against near-field earthquakes Proceedings of Spie. 7643. DOI: 10.1117/12.847380 |
0.812 |
|
2010 |
Ozbulut OE, Hurlebaus S. Optimum design of bridges with superelastic-friction base isolators against near-field earthquakes Proceedings of Spie. 7643: 764306. DOI: 10.1117/12.847378 |
0.712 |
|
2010 |
Kim Y, Hurlebaus S, Sharifi R, Langari R. Nonlinear identification of MIMO smart structures Proceedings of the Asme Dynamic Systems and Control Conference 2009, Dscc2009. 33-40. DOI: 10.1115/DSCC2009-2715 |
0.565 |
|
2010 |
Kim Y, Hurlebaus S, Langari R. Model-Based Multi-input, Multi-output Supervisory Semi-active Nonlinear Fuzzy Controller Computer-Aided Civil and Infrastructure Engineering. 25: 387-393. DOI: 10.1111/J.1467-8667.2009.00649.X |
0.643 |
|
2010 |
Kim Y, Langari R, Hurlebaus S. Control of a seismically excited benchmark building using linear matrix inequality-based semiactive nonlinear fuzzy control Journal of Structural Engineering. 136: 1023-1026. DOI: 10.1061/(Asce)St.1943-541X.0000192 |
0.642 |
|
2010 |
Huang Q, Gardoni P, Hurlebaus S. Probabilistic seismic demand models and fragility estimates for reinforced concrete highway bridges with one single-column bent Journal of Engineering Mechanics. 136: 1340-1353. DOI: 10.1061/(Asce)Em.1943-7889.0000186 |
0.431 |
|
2010 |
Bitaraf M, Ozbulut OE, Hurlebaus S, Barroso L. Application of semi-active control strategies for seismic protection of buildings with MR dampers Engineering Structures. 32: 3040-3047. DOI: 10.1016/J.Engstruct.2010.05.023 |
0.804 |
|
2010 |
Ozbulut OE, Hurlebaus S. Evaluation of the performance of a sliding-type base isolation system with a NiTi shape memory alloy device considering temperature effects Engineering Structures. 32: 238-249. DOI: 10.1016/J.Engstruct.2009.09.010 |
0.704 |
|
2010 |
Ozbulut OE, Hurlebaus S. Fuzzy control of piezoelectric friction dampers for seismic protection of smart base isolated buildings Bulletin of Earthquake Engineering. 8: 1435-1455. DOI: 10.1007/S10518-010-9187-5 |
0.72 |
|
2009 |
Ozbulut OE, Hurlebaus S. A temperature- and strain-rate-dependent model of NiTi shape memory alloys for seismic control of bridges Proceedings of Spie. 7292: 729241. DOI: 10.1117/12.815637 |
0.702 |
|
2009 |
Kim Y, Langari R, Hurlebaus S. Seismic response control of a large civil structure equipped with magnetorheological dampers Ieee International Conference On Fuzzy Systems. 215-220. DOI: 10.1109/FUZZY.2009.5277045 |
0.634 |
|
2009 |
Sharma H, Hurlebaus S, Gardoni P. A probabilistic model for the estimation of shear capacity of bridge piers subjected to dynamic loading Proceedings of the 2009 Structures Congress - Don'T Mess With Structural Engineers: Expanding Our Role. 537-546. DOI: 10.1061/41031(341)60 |
0.302 |
|
2009 |
Huang Q, Gardoni P, Hurlebaus S. Updating structural properties using modal parameters considering measurement errors Proceedings of the 2009 Structures Congress - Don'T Mess With Structural Engineers: Expanding Our Role. 1945-1953. DOI: 10.1061/41031(341)215 |
0.323 |
|
2009 |
Huang Q, Gardoni P, Hurlebaus S. Probabilistic capacity models and fragility estimates for reinforced concrete columns incorporating NDT data Journal of Engineering Mechanics. 135: 1384-1392. DOI: 10.1061/(Asce)0733-9399(2009)135:12(1384) |
0.452 |
|
2009 |
Kim Y, Langari R, Hurlebaus S. Semiactive nonlinear control of a building with a magnetorheological damper system Mechanical Systems and Signal Processing. 23: 300-315. DOI: 10.1016/J.Ymssp.2008.06.006 |
0.649 |
|
2009 |
Kim Y, Hurlebaus S, Langari R. Fuzzy control of large civil structures subjected to natural hazards Recent Advances in Intelligent Control Systems. 3-20. DOI: 10.1007/978-1-84882-548-2_1 |
0.599 |
|
2008 |
Sharma H, Hurlebaus S, Gardoni P. Development of a bridge bumper to protect bridge girders from overheight vehicle impacts Computer-Aided Civil and Infrastructure Engineering. 23: 415-426. DOI: 10.1111/J.1467-8667.2008.00548.X |
0.777 |
|
2008 |
Kim Y, Langari R, Hurlebaus S. Supervisory semiactive nonlinear control of a building-magnetorheological damper system Proceedings of the American Control Conference. 2540-2545. DOI: 10.1109/ACC.2008.4586873 |
0.57 |
|
2008 |
Hurlebaus S, Stöbener U, Gaul L. Vibration reduction of curved panels by active modal control Computers & Structures. 86: 251-257. DOI: 10.1016/J.Compstruc.2007.01.036 |
0.392 |
|
2008 |
Gaul L, Hurlebaus S, Wirnitzer J, Albrecht H. Enhanced damping of lightweight structures by semi-active joints Acta Mechanica. 195: 249-261. DOI: 10.1007/S00707-007-0547-4 |
0.42 |
|
2007 |
Kerber F, Hurlebaus S, Beadle BM, Stöbener U. Control concepts for an active vibration isolation system Mechanical Systems and Signal Processing. 21: 3042-3059. DOI: 10.1016/J.Ymssp.2007.04.003 |
0.356 |
|
2006 |
Hurlebaus S, Gaul L. Smart structure dynamics Mechanical Systems and Signal Processing. 20: 255-281. DOI: 10.1016/J.Ymssp.2005.08.025 |
0.401 |
|
2004 |
Hurlebaus S, Gaul L. Smart Layer for Damage Diagnostics Journal of Intelligent Material Systems and Structures. 15: 729-736. DOI: 10.1177/1045389X04041937 |
0.307 |
|
2004 |
Kögl M, Hurlebaus S, Gaul L. Finite element simulation of non-destructive damage detection with higher harmonics Ndt & E International. 37: 195-205. DOI: 10.1016/J.Ndteint.2003.09.003 |
0.332 |
|
2002 |
Hanss M, Hurlebaus S, Gaul L. Fuzzy Sensitivity Analysis For The Identification Of Material Properties Of Orthotropic Plates From Natural Frequencies Mechanical Systems and Signal Processing. 16: 769-784. DOI: 10.1006/Mssp.2001.1464 |
0.333 |
|
1999 |
Gaul L, Hurlebaus S. Determination of the impact force on a plate by piezoelectric film sensors Archive of Applied Mechanics. 69: 691-701. DOI: 10.1007/S004190050251 |
0.331 |
|
1998 |
Gaul L, Hurlebaus S. Identification Of The Impact Location On A Plate Using Wavelets Mechanical Systems and Signal Processing. 12: 783-795. DOI: 10.1006/Mssp.1998.0163 |
0.318 |
|
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