发文时间:2022-01-22 撰稿人:

一、发表学术论文

Liu Hongtao, Wang Zhenyu, Xu Chengshun and Du Xiuli.Influence of axial compression ratio on the seismic performance of precast columns with grouted sleeve connections[J]. Journal of Structural Engineering, 2021, 147(12): 04021194.

Liu Hongtao, Kong Pengchao, Ye Taoping. Influence of Precast Member Corbels on Seismic Performance of Precast Beam-Slab-Column Joints[J].Advances in Civil Engineering.2021:7107569.https://doi.org/10.1155/2021/7107569

Liu Hongtao, Wang Zhenyu, Du Xiul*, et al. The seismic behaviour of precast concrete interior joints with different connection methods in assembled monolithic subway station[J]. Engineering Structures, 2021, 232: 111799. https://doi.org/10.1016/j.engstruct.2020.111799

Du Xiuli, Wang Zhenyu and Liu Hongtao. Research on seismic behavior of precast self-centering concrete walls with dry slip-friction connectors[J].Journal of Building Engineering, 42(2021):102668.

Du xiuli, Wang zhenyu, Liu Hongtao*. Numerical study of self-centering concrete wall system under cyclic loading. Journal of Building Engineering, 2021,41: 102409.https:/ /doi.org/10.1016/j.jobe.2021.102409

Du Xiuli, Wu min, Liu Hongtao*. The seismic performance of precast short-leg shear wall under cyclic loading[J]. Advances in Structural Engineering. 2021, 24(3): 570-582. https://doi.org/10.1177/1369433220963722

Liu Hongtao, Xu Chengshun, DU Xiuli*. Seismic response analysis of assembled monolithic subway station in the transverse direction[J]. Engineering Structures, 2020, 219: 110970. https://doi.org/10.1016/j.engstruct.2020.110970

Liu Hongtao, Chen Jinnan, Xu Chengshun, et al. Seismic performance of precast column connected with grouted sleeve connectors[J]. Journal of Building Engineering. 2020, 31, 101410. https://doi.org/10.1016/j.jobe.2020.101410

Wu Min, Liu Xiang, Liu Hongtao*, et al. Seismic Performance of Precast Short-Leg Shear wall using a grouting sleeve connection[J]. Engineering Structures. 2020, 208: 110338. https://doi.org/10.1016/j.engstruct.2020.110338

Wu Min,Liu Hongtao*, Du Xiuli. Analysis on the effect of Tapered Head Sleeve structural parameters on sleeve deformation[J]. Journal of Materials in Civil Engineering. 2020, 32(5): 04020083. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003174

Liu Hongtao, Du Xiuli*. Seismic performance of precast joint in assembled monolithic station: effect of assembled seam shape and position[J]. Earthquakes and Structures. 2019, 17(6): 611-621. https://doi.org/10.12989/eas.2019.17.6.611

Liu Hongtao, Han Qiang, Bai Yulei, et al. Connection performance of restrained deformed grouted sleeve splice[J]. Advances in Structural Engineering, 2018, 21(3): 488-499. https://doi.org/10.1177/1369433217719987

Liu Hongtao, Yan Qiushi, Du Xiuli. Seismic performance comparison between precast beam joints and cast-in-place beam joints[J]. Advances in Structural Engineering, 2017, 20(9): 1299-1314.  https://doi.org/10.1177/1369433216674952

杜修力, 刘洪涛*, 许成顺, 等. 装配整体式地铁车站纵断面方向梁板柱中节点抗震性能研究[J]. 建筑结构学报, 2019, 40(9): 95-103.

刘洪涛, 许紫刚, 杜修力. 基于不同计算方法下的装配整体式地铁车站抗震性能研究[J]. 特种结构, 2019, 36(5): 71-76.

杜修力, 刘洪涛*, 许成顺, 等. 装配整体式地铁车站横断面方向梁板柱中节点抗震性能研究[J]. 建筑结构学报,2019, 40(8): 51-60.

杜修力, 刘洪涛*, 许成顺, 等. 不同轴压比作用下装配整体式地铁车站拼装柱抗震性能试验研究[J]. 建筑结构学报, 2018, 39(11): 11-19.

许成顺, 刘洪涛, 杜修力. 高应力反复荷载作用下钢筋套筒灌浆连接接头连接性能试验研究[J]. 建筑结构学报,2018, 39(12): 178-193.(高被引论文)

杜修力, 刘洪涛, 路德春, 等. 装配整体式地铁车站侧墙底节点抗震性能研究[J]. 土木工程学报, 2017, 50(4): 38-47.

刘洪涛, 闫秋实, 杜修力. 钢筋混凝土框架梁柱节点灌浆套筒连接抗震性能研究[J]. 建筑结构学报, 2017, 38(9): 54-61.(高被引论文)

刘洪涛, 李亮. 温度场和应力场联合作用下钢筋混凝土柱力学性能研究[J]. 建筑结构, 2015, 45(20): 69-74.

周乐, 王晓初, 刘洪涛*. 碳纤维混凝土应力-应变曲线试验研究[J]. 工程力学, 2013, 30(7): 200-204.

周乐, 王晓初, 刘洪涛*. 碳纤维混凝土力学性能与破坏形态试验研究[J]. 工程力学, 2013, 30(S1): 226-231.

二、授权专利

刘洪涛,许成顺,杜修力. 一种剪力销栓连接内柱的装配整体式地下框架结构[P]. 国家发明专利(ZL201810013952.5), 2018-10-01. 授权时间:2020-11-06.

许成顺, 刘洪涛,杜修力. 一种具备自复位功能的剪力销栓连接柱的装配整体式地下框架结构[P]. 国家发明专利(ZL201810014167.1), 2018-10-01. 授权时间:2020-11-03.

杜修力, 刘洪涛, 许成顺, 等. 一种自复位装配式地铁车站柔性抗震结构[P]. 国家发明专利(ZL201610916450.4), 2016-10-20. 授权时间:2019-9-27.

Du Xiuli, Liu Hongtao, Xu Chengshun, et al. A innovative self-centering flexible seismic system of prefabricated subway station[P]. 美国发明专利(US10344445B2), 2017-6-10. 授权时间:2019-7-9.

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