| Load-carrying mechanism to resist progressive collapse of RC buildings K Qian, B Li, JX Ma Journal of Structural Engineering 141 (2), 04014107, 2015 | 285 | 2015 |
| Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column—Experimental results Q Kai, B Li Engineering Structures 42, 154-167, 2012 | 216 | 2012 |
| Slab effects on response of reinforced concrete substructures after loss of corner column Q Kai, B Li | 213 | 2012 |
| Performance of three-dimensional reinforced concrete beam-column substructures under loss of a corner column scenario K Qian, B Li Journal of structural engineering 139 (4), 584-594, 2013 | 199 | 2013 |
| Numerical investigation on load redistribution capacity of flat slab substructures to resist progressive collapse YH Weng, K Qian, F Fu, Q Fang Journal of building engineering 29, 101109, 2020 | 154 | 2020 |
| Effects of masonry infill wall on the performance of RC frames to resist progressive collapse K Qian, B Li Journal of Structural Engineering 143 (9), 04017118, 2017 | 127 | 2017 |
| Effects of high-strength concrete on progressive collapse resistance of reinforced concrete frame XF Deng, SL Liang, F Fu, K Qian Journal of Structural Engineering 146 (6), 04020078, 2020 | 116 | 2020 |
| Robustness quantification of reinforced concrete structures subjected to progressive collapse via the probability density evolution method DC Feng, SC Xie, J Xu, K Qian Engineering Structures 202, 109877, 2020 | 115 | 2020 |
| Experimental and analytical assessment on RC interior beam-column subassemblages for progressive collapse K Qian, B Li Journal of Performance of Constructed Facilities 26 (5), 576-589, 2012 | 105 | 2012 |
| Experimental study of drop panel effects on response of reinforced concrete flat slabs after loss of corner column Q Kai, L Bing | 101 | 2013 |
| Numerical study on cracking and its effect on chloride transport in concrete subjected to external load Q Liu, Z Hu, X Wang, H Zhao, K Qian, L Li, Z Meng Construction and Building Materials 325, 126797, 2022 | 97 | 2022 |
| Quasi-static and dynamic behavior of precast concrete frames with high performance dry connections subjected to loss of a penultimate column scenario K Qian, SL Liang, XY Xiong, F Fu, Q Fang Engineering Structures 205, 110115, 2020 | 86 | 2020 |
| Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections K Qian, X Lan, Z Li, Y Li, F Fu Journal of Constructional Steel Research 170, 106117, 2020 | 85 | 2020 |
| Quantification of slab influences on the dynamic performance of RC frames against progressive collapse K Qian, B Li Journal of Performance of Constructed Facilities 29 (1), 04014029, 2015 | 85 | 2015 |
| Uncertainty and sensitivity analysis of reinforced concrete frame structures subjected to column loss XH Yu, DG Lu, K Qian, B Li Journal of Performance of Constructed Facilities 31 (1), 04016069, 2017 | 82 | 2017 |
| Influence of multicolumn removal on the behavior of RC floors K Qian, B Li, Z Zhang Journal of Structural Engineering 142 (5), 04016006, 2016 | 79 | 2016 |
| Seismic behavior of reinforced concrete interior beam-wide column joints repaired using FRP B Li, Q Kai Journal of Composites for Construction 15 (3), 327-338, 2011 | 77 | 2011 |
| Load-resisting mechanism to mitigate progressive collapse of flat slab structures K Qian, B Li Magazine of concrete research 67 (7), 349-363, 2015 | 75 | 2015 |
| Experimental studies and microstructure analysis for ultra high-performance reactive powder concrete X Chen, D Wan, L Jin, K Qian, F Fu Construction and Building Materials 229, 116924, 2019 | 74 | 2019 |
| Progressive collapse resistance of precast concrete beam-column sub-assemblages with high-performance dry connections K Qian, SL Liang, F Fu, Q Fang Engineering Structures 198, 109552, 2019 | 74 | 2019 |