[1] Wang Tianmeng, Sun Jian*, Sun Haoyuan, Tang Lin, Chun Qing, Qiu Hongxing. Seismic response prediction of totally precast RC shear walls with friction-bearing devices using analytical and numerical models [J]. Structures, 2024, 61: 106102 [2] Sun Jian*, Wang Tianmeng, Sun Haoyuan, Ruan Shihao, Qiu Hongxing. Parametric study on lateral behavior of totally precast RC shear wall with horizontal bolted connection [J]. Structures, 2023, 57: 105100 [3] Fang Qiang, Sun Jian*, Qiu Hongxing, Dal Lago Bruno, Chen Weihong. Seismic behavior of precast concrete coupled shear walls with yielding-based and friction-based coupling beams [J]. Archives of Civil and Mechanical Engineering, 2023, 23(2): 104 [4] Jiang Hongbo, Sun Jian, Qiu Hongxing, Cao Dafu, Ge Wenjie, Fang Qiang, Cui Hengwei, Chen Kongyang. Cyclic behavior of multiple hardening precast concrete shear walls [J]. Buildings, 2022, 12(12): 2069 [5] Zhao Jianchen, Sun Jian*, Qiu, Hongxing. Experimental study on seismic upgrading of RC frames using innovative brace system with two-stage characteristic[J].Archives of Civil and Mechanical Engineering,2022,22(3) [6] Zhao Jianchen, Sun Jian, Qiu, Hongxing*. Rapid seismic retrofit of damaged RC frames using gapped eccentric steel brace system equipped with dampers[J].Journal of Building Engineering,2022,53 [7] Fang Qiang, Sun Jian*, Qiu Hongxing, Jiang Hongbo, Bruno Dal Lago, Fabio Biondini. Experimental evaluation on seismic behavior of precast concrete shear walls with slip-friction devices [J]. Journal of Building Engineering, 2022,52 [8] Zhao Jianchen, Qiu Hongxing*, Sun Jian, Jiang Hongbo. Seismic performance evaluation of different strategies for retrofitting RC frame buildings. Structures, 2021, 38: 2355-2366 [9] Fang Qiang, Qiu Hongxing*, Sun Jian, Jiang Hongbo, Yang Yuan. Experimental study on shear performance of steel–concrete composite bolted connectors in precast concrete shear walls [J]. International Journal of Civil Engineering. 2021, 20(4): 445-459 [10] Tian Panpan, Qiu Hongxing*, Liang Zhouzhou, Sun Jian. Reliability analysis of the improved four-level assessment standardization for bearing capacity of timber components. Structures, 2021, 33: 318-329 [11] Fang Qiang, Qiu Hongxing*, Sun Jian*, Dal Lago Bruno, Jiang Hongbo. Performance study of precast reinforced concrete shear walls with steel columns containing friction-bearing devices. Archives of Civil and Mechanical Engineering, 2021, 21(3): 110 [12] Tian Panpan, Qiu Hongxing*, Liang Zhouzhou, Sun Jian. Reliability-based assessment of flexural timber components with ultimate deflection performance. Advances in Structural Engineering, 2020, 23(16): 3469-3480 [13] Jiang Hongbo, Qiu Hongxing, Sun Jian*, Enrique del Rey Castillo, Jason M. Ingham. Influence of friction-bearing devices on seismic behavior of PC shear walls with end columns [J]. Engineering Structures, 2020, 210: 110293 [14] Sun Jian*, Qiu Hongxing, Lu Yong, Jiang Hongbo. Experimental study of lateral load behavior of H-shaped precast reinforced concrete shear walls with bolted steel connections [J]. The Structural Design of Tall and Special Buildings, 2019, 28(15): e1663 [15] Sun Jian, Qiu Hongxing*, Jiang Hongbo. Experimental study and associated mechanism analysis of horizontal bolted connections involved in a precast concrete shear wall system [J]. Structural Concrete, 2019, 20(1): 282−295 [16] Sun Jian, Qiu Hongxing*, Jiang Hongbo. Lateral load behaviour of a rectangular precast shear wall involving vertical bolted connections [J]. Advances in Structural Engineering, 2019, 22(5): 1211−1224 [17] Jiang Hongbo, Qiu Hongxing, Sun Jian*, Yang Yuan. Behavior of steel-concrete composite bolted connector in precast reinforced concrete shear wall [J]. Advances in Structural Engineering, 2019, 22(12): 2572−2582 [18] Sun Jian, Qiu Hongxing*, Lu Yong. Experimental study and associated numerical simulation of horizontally-connected precast shear wall assembly [J].The Structural Design of Tall and Special Buildings, 2016, 25(13): 659−678 [19] Sun Jian, Qiu Hongxing*, Xu Jiapeng. Experimental verification of vertical joints in an innovative prefabricated structural wall system [J]. Advances in Structural Engineering, 2015, 18(7): 1071−1086 [20] Sun Jian, Qiu Hongxing*, Yang Yuan, Lu Bo. Experimental and analytical studies on the deformability of a precast RC shear wall involving bolted connections [J]. Science China - Technological Sciences, 2015, 58(8): 1439−1448 [21] Sun Jian, Qiu Hongxing*. Seismic behavior and mechanism analysis of innovative precast shear wall involving vertical joints [J]. Journal of Central South University, 2015, 22(4): 1536−1547 [22] 吴传阳, 赵健辰, 孙建, 邱洪兴*. 耗能钢连梁抗震性能的长高比敏感性分析[J].工程抗震与加固改造,2022, 44(04): 60-68 [23] 方强, 邱洪兴*, 孙建, 蒋洪波, 唐林. 有限滑动螺栓连接装配式混凝土剪力墙抗震性能试验研究[J]. 太阳成学报(自然科学版), 2021,51(04): 559-565 [24] 蒋洪波, 邱洪兴, 杨原, 孙建*, 方强. 钢-混凝土组合螺栓连接件极限强度及剪力-位移关系[J].太阳成学报(自然科学版), 2020,50(01): 56-63 [25] 田盼盼, 邱洪兴*, 于江, 秦拥军, 孙建. 基于3种细观层次再生混凝土骨料模型的对比分析[J]. 兰州大学学报(自然科学版), 2019,55(06): 821-827 [26] 孙建, 邱洪兴*, 蒋洪波. 螺栓连接装配式一字形钢筋混凝土剪力墙承载力分析[J]. 建筑结构学报, 2019,40(08): 23-30 [27] 孙建, 邱洪兴*, 陈春超, 郝晓航. 古木结构中抬梁式和穿斗式木构架受力性能试验研究[J]. 建筑结构学报, 2019,40(07): 79-88 [28] 孔杰, 邱洪兴*, 杨原, 孙建. 高强度螺栓连接钢-混凝土组合件破坏类型和承载力试验研究 [J]. 建筑结构, 2019, 49 (02): 107-111+134 [29] 孙建, 邱洪兴*, 谭志成, 蒋洪波. 采用螺栓连接的工字形全装配式RC剪力墙试验研究[J]. 工程力学, 2018, 35(8): 172−183 [30] 孙建, 邱洪兴*, 谭志成, 杨原. 螺栓连接全装配式一字形RC剪力墙受力性能试验研究[J]. 建筑结构学报, 2016, 37(3): 67−75
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