1. Xiaofang Deng, Shilin Liang, Feng Fu and Kai Qian*. Effects of High Strength Concrete on Progressive Collapse Resistance of Reinforced Concrete Frame, Journal of Structural Engineering, 146(6),2020.(SCI) 2. Lei Wang, Kai Qian, Feng Fu and Xiaofang Deng*. Experimental Study on The Seismic Behaviour of Reinforced Concrete Frames with Different Infill Masonry, Magazine of Concrete Research, 72(23), 2020,pp.1203-1221.(SCI) 3. 李治,翁運昊,鄧小芳,錢凱*. 焊接連接預制混凝土梁-闆子結構抗連續倒塌性能研究. 建築結構學報, 2020,41(10):pp.121-128. (EI) 4. 錢凱,李治,翁運昊,鄧小芳*. 鋼筋混凝土梁-闆子結構抗連續性倒塌性能研究. 工程力學, 2019, 36(6): pp.239-247.(EI) 5. 鄧小芳,李治,翁運昊,于曉輝,錢凱*. 預應力混凝土梁-柱子結構抗連續倒塌性能試驗研究. 建築結構學報, 2019, 40(8): pp.71-78.(EI) 6. Kai Qian, Yuliang Huang, Dongqiu Lan and Xiaofang Deng*. Reliability of Single-Storey Substructures to Equivalently Investigate Behavior of Multi-Storey Frame, ASCE Structures Congress 2020:pp.63-71.(EI) 7. Kai Qian, Xi Huang, Pan He and Xiaofang Deng*. Dynamic Behavior of Multi-Bay Beam-Slab Substructures to Resist Progressive Collapse Caused by Close-In Blast Detonation, ASCE Structures Congress 2019:pp.106-113.(EI) 8. 韋婷玉,翁運昊,張文碩,鄧小芳*. RC框架結構抗連續倒塌研究. 廣西大學學報, 2017, 43(1):178-187. 9. Kai Qian*, Yunhao Weng, Feng Fu, Xiaofang Deng. Numerical Evaluation of The Reliability of using Single-Story Substructures to Study Progressive Collapse Behavior of Multi-Story RC Frames, Journal of Building Engineering,33, 2021,101636. 10. Xiao Cao, Xiaofang Deng, Lingzhi Jin, Feng Fu*, Kai Qian. Shear Capacity of Reactive Powder Concrete Beams using High-Strength Steel Reinforcement, Structures and Buildings, 2019:1-16 11. Lingzhi Jin, Xuan Chen, Feng Fu, Xiaofang Deng, Kai Qian*. Shear Strength of Fiber Reinforced Reactive Powder Concrete I-Shaped Beam without Stirrup, Magazine of Concrete Research, 72(21), 2020,pp.1112-1124.(SCI) 12. Xide Zhang, Zhiheng Deng, Xiaofang Deng, Jingwei Ying*, Tao Yang, Jun Xu and Chunmin Zhang. Experimental Study on Seismic Behaviors of Beam with Concrete-Encased Steel Truss, Advances in Structural Engineering, 21(13) 2018:pp.2018-2029. (SCI) |