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Bing Qu, Ph.D. - Publications

Affiliations: 
2008 Civil, Structural and Environmental Engineering State University of New York, Buffalo, Buffalo, NY, United States 
Area:
Civil Engineering
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35 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2020 Li J, Wang W, Qu B. Seismic design of low-rise steel building frames with self-centering panels and steel strip braces Engineering Structures. 216: 110730. DOI: 10.1016/J.Engstruct.2020.110730  0.47
2020 Hu S, Wang W, Qu B, Alam MS. Development and validation test of a novel Self-centering Energy-absorbing Dual Rocking Core (SEDRC) system for seismic resilience Engineering Structures. 211: 110424. DOI: 10.1016/J.Engstruct.2020.110424  0.513
2020 Hu S, Wang W, Qu B. Seismic evaluation of low-rise steel building frames with self-centering energy-absorbing rigid cores designed using a force-based approach Engineering Structures. 204: 110038. DOI: 10.1016/J.Engstruct.2019.110038  0.529
2020 Hu S, Wang W, Qu B. Seismic economic losses in mid-rise steel buildings with conventional and emerging lateral force resisting systems Engineering Structures. 204: 110021. DOI: 10.1016/J.Engstruct.2019.110021  0.452
2020 Hou H, Wang W, Qu B, Dai C. Testing of insulated sandwich panels with GFRP shear connectors Engineering Structures. 209: 109954. DOI: 10.1016/J.Engstruct.2019.109954  0.478
2019 Qiu C, Zhang Y, Qu B, Dai C, Hou H, Li H. Cyclic testing of seismic dampers consisting of multiple energy absorbing steel plate clusters Engineering Structures. 183: 255-264. DOI: 10.1016/J.Engstruct.2019.01.003  0.481
2019 Hou H, Ji K, Wang W, Qu B, Fang M, Qiu C. Flexural behavior of precast insulated sandwich wall panels: Full-scale tests and design implications Engineering Structures. 180: 750-761. DOI: 10.1016/J.Engstruct.2018.11.068  0.527
2019 Qu B, Dai C, Qiu J, Hou H, Qiu C. Testing of seismic dampers with replaceable U-shaped steel plates Engineering Structures. 179: 625-639. DOI: 10.1016/J.Engstruct.2018.11.016  0.512
2018 Tian L, Guo L, Qu B. Single-Angle Compression Members with Both Legs Bolted at the Ends: Design Implications from an Experimental Study Journal of Structural Engineering. 144: 06018004. DOI: 10.1061/(Asce)St.1943-541X.0002158  0.368
2018 Tian L, Yi S, Qu B. Orienting Ground Motion Inputs to Achieve Maximum Seismic Displacement Demands on Electricity Transmission Towers in Near-Fault Regions Journal of Structural Engineering. 144: 04018017. DOI: 10.1061/(Asce)St.1943-541X.0002000  0.349
2018 Qu B, Liu X, Hou H, Qiu C, Hu D. Testing of Buckling-Restrained Braces with Replaceable Steel Angle Fuses Journal of Structural Engineering-Asce. 144: 4018001. DOI: 10.1061/(Asce)St.1943-541X.0001985  0.422
2018 Guo L, Liu Y, Qu B. Fully composite beams with U-shaped steel girders: Full-scale tests, computer simulations, and simplified analysis models Engineering Structures. 177: 724-738. DOI: 10.1016/J.Engstruct.2018.09.087  0.48
2018 Hu S, Wang W, Qu B. Enhancing seismic performance of tension-only concentrically braced beam-through frames through implementation of rocking cores Engineering Structures. 169: 68-80. DOI: 10.1016/J.Engstruct.2018.05.035  0.481
2018 Hou H, Fu W, Wang W, Qu B, Chen Y, Chen Y, Qiu C. Horizontal seismic force demands on nonstructural components in low-rise steel building frames with tension-only braces Engineering Structures. 168: 852-864. DOI: 10.1016/J.Engstruct.2018.05.015  0.526
2018 Tian L, Ma R, Qu B. Influence of different criteria for selecting ground motions compatible with IEEE 693 required response spectrum on seismic performance assessment of electricity transmission towers Engineering Structures. 156: 337-350. DOI: 10.1016/J.Engstruct.2017.11.046  0.4
2018 Qiu C, Zhang Y, Li H, Qu B, Hou H, Tian L. Seismic performance of Concentrically Braced Frames with non-buckling braces: A comparative study Engineering Structures. 154: 93-102. DOI: 10.1016/J.Engstruct.2017.10.075  0.511
2017 Qu B, Sanchez-Zamora F, Pollino M, Hou H. Rehabilitation of steel concentrically braced frames with rocking cores for improved performance under near-fault ground motions Advances in Structural Engineering. 20: 1369433216668101. DOI: 10.1177/1369433216668101  0.396
2017 Slovenec D, Sarebanha A, Pollino M, Mosqueda G, Qu B. Hybrid Testing of the Stiff Rocking Core Seismic Rehabilitation Technique Journal of Structural Engineering-Asce. 143: 4017083. DOI: 10.1061/(Asce)St.1943-541X.0001814  0.452
2017 Pollino M, Slovenec D, Qu B, Mosqueda G. Seismic Rehabilitation of Concentrically Braced Frames Using Stiff Rocking Cores Journal of Structural Engineering-Asce. 143: 4017080. DOI: 10.1061/(Asce)St.1943-541X.0001810  0.452
2017 Zhang Z, Pei S, Qu B. Cantilever welded wide-flange beams with sinusoidal corrugations in webs: Full-scale tests and design implications Engineering Structures. 144: 163-173. DOI: 10.1016/J.Engstruct.2017.04.055  0.463
2017 Tian L, Gai X, Qu B. Shake table tests of steel towers supporting extremely long-span electricity transmission lines under spatially correlated ground motions Engineering Structures. 132: 791-807. DOI: 10.1016/J.Engstruct.2016.11.068  0.388
2016 Hou H, Chou CC, Zhou J, Wu M, Qu B, Ye H, Liu H, Li J. Cyclic tests of steel frames with composite lightweight infill walls Earthquake and Structures. 10: 163-178. DOI: 10.12989/Eas.2016.10.1.163  0.451
2016 Tian L, Gai X, Qu B, Li H, Zhang P. Influence of spatial variation of ground motions on dynamic responses of supporting towers of overhead electricity transmission systems: An experimental study Engineering Structures. 128: 67-81. DOI: 10.1016/J.Engstruct.2016.09.010  0.383
2016 Hou H, Liu X, Qu B, Ma T, Liu H, Feng M, Zhang B. Experimental evaluation of flexural behavior of composite beams with cast-in-place concrete slabs on precast prestressed concrete decks Engineering Structures. 126: 405-416. DOI: 10.1016/J.Engstruct.2016.07.065  0.463
2016 Hou H, Ye H, Qu B, Ma T, Liu X, Chen L, Zhang S. Precast segmental reinforced concrete walls under eccentric compressive loading: An experimental study Engineering Structures. 113: 79-88. DOI: 10.1016/J.Engstruct.2016.01.034  0.483
2016 Qu B, Sanchez JC, Hou H, Pollino M. Improving Inter-story Drift Distribution of Steel Moment Resisting Frames Through Stiff Rocking Cores International Journal of Steel Structures. 16: 547-557. DOI: 10.1007/S13296-016-6023-Z  0.486
2015 Qu B, Sanchez-Zamora F, Pollino M. Transforming Seismic Performance of Deficient Steel Concentrically Braced Frames through Implementation of Rocking Cores Journal of Structural Engineering-Asce. 141: 4014139. DOI: 10.1061/(Asce)St.1943-541X.0001085  0.508
2015 Hou H, Qu B. Duration effect of spectrally matched ground motions on seismic demands of elastic perfectly plastic SDOFS Engineering Structures. 90: 48-60. DOI: 10.1016/J.Engstruct.2015.02.013  0.409
2014 Qu B, Sanchez-Zamora F, Pollino M. Mitigation of inter-story drift concentration in multi-story steel Concentrically Braced Frames through implementation of Rocking Cores Engineering Structures. 70: 208-217. DOI: 10.1016/J.Engstruct.2014.03.032  0.492
2013 Qu B, Guo X, Pollino M, Chi H. Effect of column stiffness on drift concentration in steel plate shear walls Journal of Constructional Steel Research. 83: 105-116. DOI: 10.1016/J.Jcsr.2013.01.004  0.563
2012 Qu B, Guo X, Chi H, Pollino M. Probabilistic evaluation of effect of column stiffness on seismic performance of steel plate shear walls Engineering Structures. 43: 169-179. DOI: 10.1016/J.Engstruct.2012.05.020  0.487
2010 Qu B, Bruneau M. Capacity design of intermediate horizontal boundary elements of steel plate shear walls Journal of Structural Engineering. 136: 665-675. DOI: 10.1061/(Asce)St.1943-541X.0000167  0.63
2010 Qu B, Bruneau M. Design of steel plate shear walls considering boundary frame moment resisting action 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 5: 4066-4075. DOI: 10.1061/(Asce)St.1943-541X.0000069  0.618
2010 Lin CH, Tsai KC, Qu B, Bruneau M. Sub-structural pseudo-dynamic performance of two full-scale two-story steel plate shear walls Journal of Constructional Steel Research. 66: 1467-1482. DOI: 10.1016/J.Jcsr.2010.05.013  0.646
2008 Qu B, Bruneau M, Lin C, Tsai K. Testing of Full-Scale Two-Story Steel Plate Shear Wall with Reduced Beam Section Connections and Composite Floors Journal of Structural Engineering-Asce. 134: 364-373. DOI: 10.1061/(Asce)0733-9445(2008)134:3(364)  0.643
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