Year |
Citation |
Score |
2020 |
Sherif MM, Ozbulut OE. Thermomechanical and electrical response of a superelastic NiTi shape memory alloy cable Journal of Intelligent Material Systems and Structures. 31: 2229-2242. DOI: 10.1177/1045389X20943952 |
0.35 |
|
2020 |
Demircilioglu E, Teomete E, Ozbulut OE. Strain sensitivity of steel-fiber-reinforced industrial smart concrete: Journal of Intelligent Material Systems and Structures. 31: 127-136. DOI: 10.1177/1045389X19888722 |
0.328 |
|
2020 |
Xing G, Ozbulut OE, Al-Dhabyani MA, Chang Z, Daghash SM. Enhancing flexural capacity of RC columns through near surface mounted SMA and CFRP bars Journal of Composite Materials. 2199832093705. DOI: 10.1177/0021998320937054 |
0.343 |
|
2020 |
Cao S, Ozbulut OE. Long-stroke shape memory alloy restrainers for seismic protection of bridges Smart Materials and Structures. DOI: 10.1088/1361-665X/Aba53A |
0.336 |
|
2020 |
Cao S, Ozbulut OE, Wu S, Sun Z, Deng J. Multi-level SMA/lead rubber bearing isolation system for seismic protection of bridges Smart Materials and Structures. 29: 055045. DOI: 10.1088/1361-665X/Ab802B |
0.391 |
|
2020 |
Toker GP, Saedi S, Acar E, Ozbulut OE, Karaca HE. Loading frequency and temperature-dependent damping capacity of NiTiHfPd shape memory alloy Mechanics of Materials. 150: 103565. DOI: 10.1016/J.Mechmat.2020.103565 |
0.36 |
|
2020 |
Shi F, Saygili G, Ozbulut OE, Zhou Y. Risk-based mainshock-aftershock performance assessment of SMA braced steel frames Engineering Structures. 212: 110506. DOI: 10.1016/J.Engstruct.2020.110506 |
0.424 |
|
2020 |
Demircilioğlu E, Teomete E, Ozbulut OE. Characterization of smart brass fiber reinforced concrete under various loading conditions Construction and Building Materials. 265: 120411. DOI: 10.1016/J.Conbuildmat.2020.120411 |
0.352 |
|
2020 |
Asfaw AM, Sherif MM, Xing G, Ozbulut OE. Experimental Investigation on Buckling and Post-buckling Behavior of Superelastic Shape Memory Alloy Bars Journal of Materials Engineering and Performance. 29: 3127-3140. DOI: 10.1007/S11665-020-04815-9 |
0.346 |
|
2020 |
Xing G, Chang Z, Ozbulut OE. Feasibility of using aluminum alloy bars as near‐surface mounted reinforcement for flexural strengthening of reinforced concrete beams Structural Concrete. DOI: 10.1002/Suco.201900361 |
0.321 |
|
2020 |
Shi F, Ozbulut OE, Zhou Y. Influence of shape memory alloy brace design parameters on seismic performance of self‐centering steel frame buildings Structural Control & Health Monitoring. 27. DOI: 10.1002/Stc.2462 |
0.41 |
|
2019 |
Bagheri A, Ozbulut OE, Harris DK, Alipour M, Hosseinzadeh AZ. A hybrid experimental-numerical approach for load rating of reinforced concrete bridges with insufficient structural properties Structure and Infrastructure Engineering. 15: 754-770. DOI: 10.1080/15732479.2019.1572197 |
0.373 |
|
2018 |
Silwal B, Huang Q, Ozbulut OE, Dyanati M. Comparative seismic fragility estimates of steel moment frame buildings with or without superelastic viscous dampers Journal of Intelligent Material Systems and Structures. 29: 3598-3613. DOI: 10.1177/1045389X18798936 |
0.497 |
|
2018 |
Daghash SM, Ozbulut OE. Tensile and fatigue behavior of polymer composites reinforced with superelastic SMA strands Smart Materials and Structures. 27: 65003. DOI: 10.1088/1361-665X/Aabcb1 |
0.344 |
|
2018 |
Sherif MM, Ozbulut OE. Tensile and superelastic fatigue characterization of NiTi shape memory cables Smart Materials and Structures. 27: 15007. DOI: 10.1088/1361-665X/Aa9819 |
0.324 |
|
2018 |
Bagheri A, Alipour M, Ozbulut OE, Harris DK. Identification of Flexural Rigidity in Bridges with Limited Structural Information Journal of Structural Engineering-Asce. 144: 4018126. DOI: 10.1061/(Asce)St.1943-541X.0002131 |
0.322 |
|
2018 |
Bagheri A, Ozbulut OE, Harris DK. Structural system identification based on variational mode decomposition Journal of Sound and Vibration. 417: 182-197. DOI: 10.1016/J.Jsv.2017.12.014 |
0.346 |
|
2018 |
Toker GP, Saedi S, Acar E, Ozbulut O, Karaca HE. Shape memory behavior of Ni40.3Ti39.7Hf15Pd5 and Ni40.3Ti44.7Hf10Pd5 alloys Journal of Alloys and Compounds. 763: 1012-1017. DOI: 10.1016/J.Jallcom.2018.05.029 |
0.319 |
|
2018 |
Bagheri A, Alipour M, Ozbulut OE, Harris DK. A nondestructive method for load rating of bridges without structural properties and plans Engineering Structures. 171: 545-556. DOI: 10.1016/J.Engstruct.2018.05.114 |
0.408 |
|
2018 |
Silwal B, Ozbulut OE. Aftershock fragility assessment of steel moment frames with self-centering dampers Engineering Structures. 168: 12-22. DOI: 10.1016/J.Engstruct.2018.04.071 |
0.422 |
|
2018 |
Sherif MM, Khakimova EM, Tanks J, Ozbulut OE. Cyclic flexural behavior of hybrid SMA/steel fiber reinforced concrete analyzed by optical and acoustic techniques Composite Structures. 201: 248-260. DOI: 10.1016/J.Compstruct.2018.06.039 |
0.311 |
|
2018 |
Shi F, Saygili G, Ozbulut OE. Probabilistic seismic performance evaluation of SMA-braced steel frames considering SMA brace failure Bulletin of Earthquake Engineering. 16: 5937-5962. DOI: 10.1007/S10518-018-0415-8 |
0.441 |
|
2018 |
Xing G, Chang Z, Ozbulut OE. Behavior and failure modes of reinforced concrete beams strengthened with NSM GFRP or aluminum alloy bars Structural Concrete. 19: 1023-1035. DOI: 10.1002/Suco.201700099 |
0.302 |
|
2018 |
Zhou Y, Shi F, Ozbulut OE, Xu H, Zi D. Experimental characterization and analytical modeling of a large-capacity high-damping rubber damper Structural Control and Health Monitoring. 25: e2183. DOI: 10.1002/Stc.2183 |
0.305 |
|
2017 |
Sherif MM, Khakimova EM, Ozbulut OE, Harris DK, Ozyildirim HC. Behavior of mortar beams with randomly distributed superelastic shape memory alloy fibers Journal of Intelligent Material Systems and Structures. 29: 684-695. DOI: 10.1177/1045389X17721029 |
0.357 |
|
2017 |
Daghash SM, Ozbulut OE. Bond-slip behavior of superelastic shape memory alloys for near-surface-mounted strengthening applications Smart Materials and Structures. 26: 35020. DOI: 10.1088/1361-665X/26/3/035020 |
0.365 |
|
2017 |
Daghash SM, Ozbulut OE. Flexural performance evaluation of NSM basalt FRP-strengthened concrete beams using digital image correlation system Composite Structures. 176: 748-756. DOI: 10.1016/J.Compstruct.2017.06.021 |
0.333 |
|
2017 |
Xing G, Ozbulut OE, Lei T, Liu B. Cumulative seismic damage assessment of reinforced concrete columns through cyclic and pseudo-dynamic tests Structural Design of Tall and Special Buildings. 26. DOI: 10.1002/Tal.1308 |
0.341 |
|
2016 |
Ozbulut OE, Silwal B. Performance assessment of buildings isolated with S-FBI system under near-fault earthquakes Smart Structures and Systems. 17: 709-724. DOI: 10.12989/Sss.2016.17.5.709 |
0.447 |
|
2016 |
Ozbulut OE, Daghash S, Sherif MM. Shape Memory Alloy Cables for Structural Applications Journal of Materials in Civil Engineering. 28: 4015176. DOI: 10.1061/(Asce)Mt.1943-5533.0001457 |
0.386 |
|
2016 |
Daghash SM, Ozbulut OE. Characterization of superelastic shape memory alloy fiber-reinforced polymer composites under tensile cyclic loading Materials & Design. 111: 504-512. DOI: 10.1016/J.Matdes.2016.09.034 |
0.358 |
|
2016 |
Silwal B, Ozbulut OE, Michael RJ. Seismic collapse evaluation of steel moment resisting frames with superelastic viscous damper Journal of Constructional Steel Research. 126: 26-36. DOI: 10.1016/J.Jcsr.2016.07.002 |
0.481 |
|
2016 |
Xing G, Ozbulut OE. Flexural performance of concrete beams reinforced with aluminum alloy bars Engineering Structures. 126: 53-65. DOI: 10.1016/J.Engstruct.2016.07.032 |
0.357 |
|
2016 |
Gheitasi A, Ozbulut OE, Usmani S, Alipour M, Harris DK. Experimental and analytical vibration serviceability assessment of an in-service footbridge Case Studies in Nondestructive Testing and Evaluation. 6: 79-88. DOI: 10.1016/J.Csndt.2016.11.001 |
0.365 |
|
2015 |
Ozbulut OE, Hamilton RF, Sherif MM, Lanba A. Feasibility of self-pre-stressing concrete members using shape memory alloys Journal of Intelligent Material Systems and Structures. 26: 2500-2514. DOI: 10.1177/1045389X15604405 |
0.352 |
|
2015 |
Daghash SM, Sherif MM, Ozbulut OE. Experimental investigation of bond in concrete members reinforced with shape memory alloy bars Proceedings of Spie - the International Society For Optical Engineering. 9431. DOI: 10.1117/12.2084106 |
0.427 |
|
2015 |
Acar E, Ozbulut OE, Karaca HE. Experimental investigation and modeling of the loading rate and temperature dependent superelastic response of a high performance shape-memory alloy Smart Materials and Structures. 24. DOI: 10.1088/0964-1726/24/7/075020 |
0.396 |
|
2015 |
Silwal B, Michael RJ, Ozbulut OE. A superelastic viscous damper for enhanced seismic performance of steel moment frames Engineering Structures. 105: 152-164. DOI: 10.1016/J.Engstruct.2015.10.005 |
0.528 |
|
2014 |
Ozbulut OE, Silwal B. Design of isolated buildings with S-FBI system subjected to near-fault earthquakes using NSGA-II algorithm Proceedings of Spie - the International Society For Optical Engineering. 9057. DOI: 10.1117/12.2045174 |
0.487 |
|
2014 |
Ozbulut OE, Meguira B. Superelastic viscous dampers for seismically resilient steel frame structures Proceedings of Spie. 9057: 905732. DOI: 10.1117/12.2045169 |
0.501 |
|
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 |
0.598 |
|
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 |
0.644 |
|
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 |
0.576 |
|
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 |
0.707 |
|
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 |
0.67 |
|
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 |
0.673 |
|
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 |
0.708 |
|
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 |
0.693 |
|
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 |
0.772 |
|
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 |
0.68 |
|
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 |
0.649 |
|
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 |
0.777 |
|
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 |
0.697 |
|
2010 |
Ozbulut OE, Roschke PN, Lin PY, Loh CH. GA-based optimum design of a shape memory alloy device for seismic response mitigation Smart Materials and Structures. 19: 65004. DOI: 10.1088/0964-1726/19/6/065004 |
0.483 |
|
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 |
0.764 |
|
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 |
0.703 |
|
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 |
0.701 |
|
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 |
0.685 |
|
2008 |
Shook DA, Roschke PN, Ozbulut OE. Superelastic semi‐active damping of a base‐isolated structure Structural Control & Health Monitoring. 15: 746-768. DOI: 10.1002/Stc.276 |
0.516 |
|
2007 |
Ozbulut OE, Mir C, Moroni MO, Sarrazin M, Roschke PN. A fuzzy model of superelastic shape memory alloys for vibration control in civil engineering applications Smart Materials and Structures. 16: 818-829. DOI: 10.1088/0964-1726/16/3/031 |
0.45 |
|
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