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A novel kinked rebar configuration for simultaneously improving the seismic performance and progressive collapse resistance of RC frame structures
Peng Feng, Hanlin Qiang, Weihong Qin, Meng Gao (2017). A novel kinked rebar configuration for simultaneously improving the seismic performance and progressive collapse resistance of RC frame structures. Engineering Structures, 147, pp. 752-767, DOI: 10.1016/j.engstruct.2017.06.042.
Article194 days agoDebonding development in cracked steel plates strengthened by CFRP laminates under fatigue loading: Experimental and boundary element method analysis
Lili Hu, Yuanyuan Wang, Peng Feng, Haitao Wang, Hanlin Qiang (2021). Debonding development in cracked steel plates strengthened by CFRP laminates under fatigue loading: Experimental and boundary element method analysis. Thin-Walled Structures, 166, pp. 108038-108038, DOI: 10.1016/j.tws.2021.108038.
Article194 days ago材料、构件、结构的“屈服点”定义与讨论
Peng Feng, Hanlin Qiang, 叶列平 (2016). 材料、构件、结构的“屈服点”定义与讨论. 工程力学, 34(3), pp. 36-46, DOI: 10.6052/j.issn.1000-4750.2016.03.0192.
Article194 days agoKinked rebar configurations for improving the progressive collapse behaviours of RC frames under middle column removal scenarios
Hanlin Qiang, Jianxiang Yang, Peng Feng, Weihong Qin (2020). Kinked rebar configurations for improving the progressive collapse behaviours of RC frames under middle column removal scenarios. Engineering Structures, 211, pp. 110425-110425, DOI: 10.1016/j.engstruct.2020.110425.
Article194 days agoProgressive Collapse Resistance of GFRP-Strengthened RC Beam–Slab Subassemblages in a Corner Column–Removal Scenario
Peng Feng, Hanlin Qiang, Xin Ou, Weihong Qin, Jianxiang Yang (2018). Progressive Collapse Resistance of GFRP-Strengthened RC Beam–Slab Subassemblages in a Corner Column–Removal Scenario. Journal of Composites for Construction, 23(1), DOI: 10.1061/(asce)cc.1943-5614.0000917.
Article194 days ago