| Testing of full-scale two-story steel plate shear wall with reduced beam section connections and composite floors B Qu, M Bruneau, CH Lin, KC Tsai Journal of structural engineering 134 (3), 364-373, 2008 | 157 | 2008 |
| Mitigation of inter-story drift concentration in multi-story steel concentrically braced frames through implementation of rocking cores B Qu, F Sanchez-Zamora, M Pollino Engineering Structures 70, 208-217, 2014 | 111 | 2014 |
| Seismic evaluation of low-rise steel building frames with self-centering energy-absorbing rigid cores designed using a force-based approach S Hu, W Wang, B Qu Engineering Structures 204, 110038, 2020 | 84 | 2020 |
| Experimental investigation on the flexural behavior of steel-concrete composite beams with U-shaped steel girders and angle connectors Y Liu, L Guo, B Qu, S Zhang Engineering Structures 131, 492-502, 2017 | 83 | 2017 |
| Testing of buckling-restrained braces with replaceable steel angle fuses B Qu, X Liu, H Hou, C Qiu, D Hu Journal of Structural Engineering 144 (3), 04018001, 2018 | 82 | 2018 |
| Testing of seismic dampers with replaceable U-shaped steel plates B Qu, C Dai, J Qiu, H Hou, C Qiu Engineering Structures 179, 625-639, 2019 | 80 | 2019 |
| Transforming seismic performance of deficient steel concentrically braced frames through implementation of rocking cores B Qu, F Sanchez-Zamora, M Pollino Journal of Structural Engineering 141 (5), 04014139, 2015 | 80 | 2015 |
| Design of steel plate shear walls considering boundary frame moment resisting action B Qu, M Bruneau Journal of structural engineering 135 (12), 1511-1521, 2009 | 79 | 2009 |
| Duration effect of spectrally matched ground motions on seismic demands of elastic perfectly plastic SDOFS H Hou, B Qu Engineering Structures 90, 48-60, 2015 | 77 | 2015 |
| Seismic rehabilitation of concentrically braced frames using stiff rocking cores M Pollino, D Slovenec, B Qu, G Mosqueda Journal of Structural Engineering 143 (9), 04017080, 2017 | 76 | 2017 |
| Seismic performance of Concentrically Braced Frames with non-buckling braces: A comparative study C Qiu, Y Zhang, H Li, B Qu, H Hou, L Tian Engineering Structures 154, 93-102, 2018 | 75 | 2018 |
| Seismic economic losses in mid-rise steel buildings with conventional and emerging lateral force resisting systems S Hu, W Wang, B Qu Engineering Structures 204, 110021, 2020 | 72 | 2020 |
| Testing of steel plate shear walls with composite columns and infill plates connected to beams only L Guo, Q Rong, B Qu, J Liu Engineering Structures 136, 165-179, 2017 | 72 | 2017 |
| Development and validation test of a novel Self-centering Energy-absorbing Dual Rocking Core (SEDRC) system for seismic resilience S Hu, W Wang, B Qu, MS Alam Engineering Structures 211, 110424, 2020 | 68 | 2020 |
| Self-centering energy-absorbing rocking core system with friction spring damper: Experiments, modeling and design S Hu, W Wang, B Qu, MS Alam Engineering Structures 225, 111338, 2020 | 61 | 2020 |
| Capacity design of intermediate horizontal boundary elements of steel plate shear walls B Qu, M Bruneau Journal of Structural Engineering 136 (6), 665-675, 2010 | 60 | 2010 |
| Testing of flexure-dominated interlocking compressed earth block walls B Qu, BJ Stirling, DC Jansen, DW Bland, PT Laursen Construction and Building Materials 83, 34-43, 2015 | 56 | 2015 |
| Flexural behavior of precast insulated sandwich wall panels: Full-scale tests and design implications H Hou, K Ji, W Wang, B Qu, M Fang, C Qiu Engineering Structures 180, 750-761, 2019 | 53 | 2019 |
| Shake table tests of steel towers supporting extremely long-span electricity transmission lines under spatially correlated ground motions L Tian, X Gai, B Qu Engineering structures 132, 791-807, 2017 | 49 | 2017 |
| Self-centering companion spines with friction spring dampers: validation test and direct displacement-based design S Hu, W Wang, B Qu Engineering Structures 238, 112191, 2021 | 46 | 2021 |