邱灿星，男，北京工业大学教授。从事地震工程、结构振动控制的研究，尤其关注新型抗震结构体系与性能设计理论、地震灾害作用及结构失效机理与性态控制、抗震韧性结构的优化与设计。入选北京市、朝阳区海外高层次人才和北京工业大学高层次人才。发表期刊论文40篇，授权专利7项。ESI高被引论文1篇，Most Cited Articles论文2篇。
一、主要经历
2004.9-2008.6，山东大学，土木工程，学士
2008.9-2011.6，山东大学，结构工程，硕士
2011.9-2016.3，香港理工大学，结构工程，博士
2014.9-2016.7，香港理工大学，Research Assistant/Associate
2016.7-2019.1，山东大学，助理研究员
2019.3至今，北京工业大学，教授
2019.4至今，北京工业大学，博士后
二、主持科研项目
国家自然科学基金青年科学基金项目
北京工业大学高端人才科研经费项目
北京市博士后科研经费项目
山东省重点研发计划项目（公益类）
山东省自然科学基金项目
中国博士后基金面上项目
山东大学基本科研业务费资助项目（人才引进与培养类专项）
国家土建结构预制装配化工程技术研究中心开放基金项目

三、荣誉奖励
2018：Outstanding Reviewer，期刊《Engineering Structures》
2018：优秀指导教师，第十届山东省大学生科技节
2017：山东大学教学成果二等奖
2017：优秀指导教师，第十届山东省大学生结构设计竞赛
2015：最佳论文奖，第十一届全国振动理论及应用学术会议
2015：优秀学生论文奖，第六届海峡两岸四地高校师生土木工程监测与控制研讨会

四、期刊论文

Qiu, C., Zhu, S. (2020). Hybrid seismic-resisting system for self-centering concentrically braced frames. Bulletin of Earthquake Engineering. Accepted.
Tian L, Zhou M, Qiu C.*, Pan H, Rong K. (2020). Seismic response control of transmission tower-line system using SMA-based TMD. Structural Engineering and Mechanics. Accepted.
Qiu, C., Fang, C., Liang, D., Du, X., & Yam, M. C. (2020). Behavior and application of self-centering dampers equipped with buckling-restrained SMA bars.Smart Materials and Structures,29(3), 035009.
Qiu, C., Wang, H., Liu, J., Qi, J., & Wang, Y. (2020). Experimental tests and finite element simulations of a new SMA-steel damper.Smart Materials and Structures,29(3), 035016.
Qiu, C., Qi, J., & Chen, C. (2020). Energy-based seismic design methodology of SMABFs using hysteretic energy spectrum.Journal of Structural Engineering,146(2), **.
Qiu, C., Gong, Z., Peng, C., & Li, H. (2020). Seismic vibration control of an innovative self-centering damper using confined SMA core.Smart Structures and Systems,25(2), 241.
Chen, R., Qiu, C.*, & Hao, D. (2020). Seismic response analysis of multi-story steel frames using BRB and SCB hybrid bracing system.Applied Sciences,10(1), 284.
Qiu, C., & Du, X. (2019). Seismic performance of multistory CBFs with novel recentering energy dissipative braces.Journal of Constructional Steel Research, 105864.
Tian, L., Liu, J., Qiu, C.*, & Rong, K. (2019). Temperature effect on seismic behavior of transmission tower-line system equipped with SMA-TMD.Smart Structures and Systems,24(1), 1-14.
Qu, B., Dai, C., Qiu, J., Hou, H., & Qiu, C. (2019). Testing of seismic dampers with replaceable U-shaped steel plates.Engineering Structures,179, 625-639.
Liu, Y., Wang, H., Qiu, C.*, & Zhao, X. (2019). Seismic behavior of superelastic shape memory alloy spring in base isolation system of multi-story steel frame.Materials,12(6), 997.
Hou, H., Ji, K., Wang, W., Qu, B., Fang, M., & Qiu, C. (2019). Flexural behavior of precast insulated sandwich wall panels: Full-scale tests and design implications.Engineering Structures,180, 750-761.
Wang, B., Zhu, S., Qiu, C.*, & Jin, H. (2019). High-performance self-centering steel columns with shape memory alloy bolts: design procedure and experimental evaluation.Engineering Structures,182, 446-458.
Qiu, C., Zhang, Y., Qu, B., Dai, C., Hou, H., & Li, H. (2019). Cyclic testing of seismic dampers consisting of multiple energy absorbing steel plate clusters.Engineering Structures,183, 255-264.
Qiu, C., Zhao, X., Zhang, Y., & Hou, H. (2019). Robustness of performance-based plastic design method for SMABFs.International Journal of Steel Structures,19(3), 787-805.
Hou, H., Fu, W., Qiu, C.*, Cheng, J., Qu, Z., Zhu, W., & Ma, T. (2019). Effect of axial compression ratio on concrete-filled steel tube composite shear wall.Advances in Structural Engineering,22(3), 656-669.
Tian, L., Gao, G., Qiu, C.*, & Rong, K. (2019). Effect of hysteresis properties of shape memory alloy-tuned mass damper on seismic control of power transmission tower.Advances in Structural Engineering,22(4), 1007-1017.
Tian, L., Pan, H., Qiu, C.*, Ma, R., & Yu, Q. (2019). Wind-induced collapse analysis of long-span transmission tower–line system considering the member buckling effect.Advances in Structural Engineering,22(1), 30-41.
Qiu, C., & Zhao, X. (2018). Temperature effect on seismic performance of CBFs equipped with SMA braces.Smart Structures and Systems,22(5), 495-508.
Qu, B., Liu, X., Hou, H., Qiu, C., & Hu, D. (2018). Testing of buckling-restrained braces with replaceable steel angle fuses.Journal of Structural Engineering,144(3), **.
Fang, C., Zhong, Q., Wang, W., Hu, S., & Qiu, C. (2018). Peak and residual responses of steel moment-resisting and braced frames under pulse-like near-fault earthquakes.Engineering Structures,177, 579-597.
Hou, H., Fu, W., Wang, W., Qu, B., Chen, Y., Chen, Y., & Qiu, C. (2018). Horizontal seismic force demands on nonstructural components in low-rise steel building frames with tension-only braces.Engineering Structures,168, 852-864.
Qiu, C., Zhang, Y., Li, H., Qu, B., Hou, H., & Tian, L. (2018). Seismic performance of concentrically braced frames with non-buckling braces: a comparative study.Engineering Structures,154, 93-102.
Qiu, C., Zhang, Y., Qi, J., & Li, H. (2018). Seismic behavior of properly designed CBFs equipped with NiTi SMA braces.Smart Structures and Systems,21(4), 479-491.
Tian, L., & Qiu, C*. (2018). Controlling residual drift in BRBFs by combining SCCBFs in parallel.Journal of Performance of Constructed Facilities,32(4), **.
Qiu, C., & Tian, L. (2018). Feasibility analysis of SMA-based damping devices for use in seismic isolation of low-rise frame buildings.International Journal of Structural Stability and Dynamics,18(06), **.
Tian, L., & Qiu, C*. (2018). Modal pushover analysis of self-centering concentrically braced frames.Structural Engineering and Mechanics,65(3), 251-261.
Tian, L., Ma, R., Qiu, C., Xin, A., Pan, H., & Guo, W. (2018). Influence of multi-component ground motions on seismic responses of long-span transmission tower-line system: an experimental study.Earthquakes and Structures,15(6), 583-593.
Hou, H., Li, H., Qiu, C.*, & Zhang, Y. (2018). Effect of hysteretic properties of SMAs on seismic behavior of self‐centering concentrically braced frames.Structural Control and Health Monitoring,25(3), e2110.
Qiu, C., Li, H., Ji, K., Hou, H., & Tian, L. (2017). Performance-based plastic design approach for multi-story self-centering concentrically braced frames using SMA braces.Engineering Structures,153, 628-638.
Tian, L., Ma, R., Pan, H., Qiu, C.*, & Li, W. (2017). Progressive collapse analysis of long-span transmission tower-line system under multi-component seismic excitations.Advances in Structural Engineering,20(12), 1920-1932.
Tian, L., Pan, H., Ma, R., & Qiu, C*. (2017). Collapse simulations of a long span transmission tower-line system subjected to near-fault ground motions.Earthquakes and Structures,13(2), 211-220.
Qiu, C., & Zhu, S. (2017). Performance-based seismic design of self-centering steel frames with SMA-based braces.Engineering Structures,130, 67-82.
Qiu, C., & Zhu, S. (2017). Shake table test and numerical study of self‐centering steel frame with SMA braces.Earthquake Engineering & Structural Dynamics,46(1), 117-137.
Qiu, C., & Zhu, S. (2016). High-mode effects on seismic performance of multi-story self-centering braced steel frames.Journal of Constructional Steel Research,119, 133-143.
Qiu, C., & Zhu, S. (2014). Characterization of cyclic properties of superelastic monocrystalline Cu–Al–Be SMA wires for seismic applications.Construction and building materials,72, 219-230.
Zhu, S., & Qiu, C. (2014). Incremental dynamic analysis of highway bridges with novel shape memory alloy isolators.Advances in Structural Engineering,17(3), 429-438.
Hou, H., Qiu, C., Wang, J., & Li, G. (2012). An experimental study on sandwich composite panel infilled steel frames.International Journal of Advanced Steel Construction. 8(3): 226-241.
侯和涛,冯明远,邱灿星*,蓝如海,曲冰,王彦明,田利. (2018). 预应力混凝土钢肋叠合板受弯性能试验与理论研究. 建筑结构学报. 39(3): 103-110.
邱灿星, 季可凡,侯和涛, 陈磊,曲冰,王彦明,付玮琪. (2018). 带暗梁柱的开洞混凝土复合墙板受弯和偏压性能足尺试验研究. 建筑结构学报. 39(8).
侯和涛,邱灿星*,李国强,王静峰. (2012). 带节能复合墙板钢框架低周反复荷载试验研究.工程力学. 29(9): 177-192.

五、授权专利

邱灿星, 季可凡, 李晗, 张邑尘. SMA合金丝材自复位阻尼器及其制作方法.
邱灿星, 齐健, 陈城. 超弹性形状记忆合金-摩擦耗能串联复合阻尼器.
邱灿星,李晗,张邑尘,侯和涛,曲冰. 装配式自复位耗能支撑装置.
邱灿星, 张邑尘, 李晗, 侯和涛. 装配式自复位耗能支撑装置及建筑物.
邱灿星, 杨柏兵, 张邑尘, 季可凡, 侯和涛. U型SMA板隔震支座.
邱灿星, 李晗, 张邑尘, 侯和涛, 齐健. 基于屈曲约束形状记忆合金棒的自复位阻尼器.
邱灿星, 张邑尘,齐健,王弘扬,李晗,侯和涛. 基于SMA棒材的自复位梁柱节点和钢结构建筑.

六、联系方式
通讯地址：北京市朝阳区平乐园100号，北京工业大学建筑工程学院
Email：qiucanxing@bjut.edu.cn
电话：**