邱灿星

职称职务:教授

E-mail:qiucanxing@bjut.edu.cn

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

基本信息


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。

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

科研项目

  1. 国家自然科学基金青年科学基金项目

  2. 北京工业大学高端人才科研经费项目

  3. 北京市博士后科研经费项目

  4. 山东省重点研发计划项目(公益类)

  5. 山东省自然科学基金项目

  6. 中国博士后基金面上项目

  7. 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)

  8. 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

荣誉奖励

  1. 2018:Outstanding Reviewer,期刊《Engineering Structures》

  2. 2018:优秀指导教师,第十届山东省大学生科技节

  3. 2017:山东大学教学成果二等奖

  4. 2017:优秀指导教师,第十届山东省大学生结构设计竞赛

  5. 2015:最佳论文奖,第十一届全国振动理论及应用学术会议

  6. 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

期刊论文

  1. Qiu, C., Zhu, S. (2020). Hybrid seismic-resisting system for self-centering concentrically braced frames.Bulletin of Earthquake Engineering.Accepted.

  2. 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.

  3. 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.

  4. 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.

  5. Qiu, C., Qi, J., & Chen, C. (2020). Energy-based seismic design methodology of SMABFs using hysteretic energy spectrum.Journal of Structural Engineering, 146(2), 04019207.

  6. 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.

  7. 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.

  8. Qiu, C., & Du, X. (2019). Seismic performance of multistory CBFs with novel recentering energy dissipative braces.Journal of Constructional Steel Research, 105864.

  9. 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.

  10. 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.

  11. 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.

  12. 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.

  13. 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.

  14. 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.

  15. 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.

  16. 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.

  17. 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.

  18. 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.

  19. Qiu, C., & Zhao, X. (2018). Temperature effect on seismic performance of CBFs equipped with SMA braces.Smart Structures and Systems, 22(5), 495-508.

  20. 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), 04018001.

  21. 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.

  22. 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.

  23. 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.

  24. 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.

  25. Tian, L., &Qiu, C*. (2018). Controlling residual drift in BRBFs by combining SCCBFs in parallel.Journal of Performance of Constructed Facilities, 32(4), 04018047.

  26. 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), 1850087.

  27. Tian, L., &Qiu, C*. (2018). Modal pushover analysis of self-centering concentrically braced frames.Structural Engineering and Mechanics, 65(3), 251-261.

  28. 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.

  29. 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.

  30. 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.

  31. 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.

  32. 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.

  33. Qiu, C., & Zhu, S. (2017). Performance-based seismic design of self-centering steel frames with SMA-based braces.Engineering Structures, 130, 67-82.

  34. 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.

  35. 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.

  36. 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.

  37. 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.

  38. 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.

  39. 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.

  40. 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).

  41. 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.

授权专利

  1. 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.

  2. 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.

  3. 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.

  4. 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.

  5. 邱灿星,杨柏兵, 张邑尘, 季可凡, 侯和涛. U型SMA板隔震支座.

  6. 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.

  7. 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.

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:18513279896

学校地址:北京市朝阳区平乐园100号
邮政编码:100124

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