合肥工业大学主页平台管理系统种迅--中文主页--论文成果

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教授
博士生导师
硕士生导师
教师拼音名称：Chong Xun
出生日期：1978-09-25
所在单位：建筑工程系
职务：建工系党支部书记
学历：研究生(博士)毕业
办公地点：纬地楼213B
性别：女
学位：博士学位
在职信息：在职
毕业院校：东南大学
学科：结构工程

论文成果

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[21]Linlin Xie, Huiling Sha, Xun Chong*, et al. Seismic performance comparison between reinforced concrete frame structures with and without energy dissipating cladding panel system: Shaking table test and numerical simulation. Journal of Building Engineering, 2022, 62: 105414.
[22]Qing Jiang; Hanqin Wang; Xianguo Ye; Xun Chong*; Yulong Feng; Jing Wang; and Huating Yao. Shaking table model test of a mega‐frame with a vibration control substructure. Structural Design Tall Special Buildings, 2020, 29(20), DOI:10.1002/tal.1742
[23]Linlin Xie, Huiling Sha, Xun Chong*, et al. Performance-based seismic design of RC frame structure with energy dissipative cladding panel connection system using equivalent energy design procedure. Journal of Building Engineering, 2022, 59: 105076.
[24]Huiling Sha; Xun Chong; Linlin Xie*; Pu Huo; Tengsheng Yue; and Jianpeng Wei. Seismic performance of precast concrete frame with energy dissipative cladding panel system: Half-scale test and numerical analysis. Soil Dynamics and Earthquake Engineering , 2023, 165, DOI: 10.1016/j.soildyn.2022.107712
[25]Junqi Huang; Qing Jiang*; Xun Chong; Xianguo Ye; and Caihua Liu. Structural performance of a façade precast concrete sandwich panel enabled by a bar-type basalt fiber-reinforced polymer connector. Frontiers of Structural and Civil Engineering, 2023, 17(2): 122-137
[26]Hanqin Wang; Qing Jiang*; Xun Chong; Yulong Feng; and Junqi Huang. Seismic and collapse performance of a hybrid structure comprising steel frame with precast concrete shear walls and cladding panels. Earthquake Engineering and Resilience, 2022, 1: 440-453 DOI: 10.1002/eer2.33
[27]侯林兵,种迅,霍璞,等.含减震外挂墙板装配式混凝土框架结构混合试验研究[J].振动与冲击, 2023, 42(18):276-285.
[28]沙慧玲,种迅,叶献国,等.附加减震外挂墙板钢筋混凝土框架结构振动台试验研究[J].建筑结构学报, 2023, 44(12):13-21.DOI:10.14006/j.jzjgxb.2022.0659.
[29]冯玉龙,温昊,种迅*,蒋庆,朱毅.含屈曲约束连接件的钢框架节点抗震性能研究[J].振动与冲击,2023,42(04):126-136+155.
[30]冯玉龙,韦明途,种迅*,蒋庆.屈曲约束翼缘盖板连接的钢框架节点滞回性能研究[J].建筑结构,2023,53(05):110-118.

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