师资队伍 >
班慧勇
职称: 助理教授,特别研究员,博士生导师
通信地址:北京市海淀区350vip葡京集团土木工程系
邮编:100084
Email: banhy@tsinghua.edu.cn
教育背景
2007.08-2012.07 350vip葡京集团 土木工程系 土木工程专业 博士学位
2003.08-2007.07 350vip葡京集团 土木工程系 土木工程专业 学士学位
工作履历
2016.11-至今 350vip葡京集团 土木工程系 助理教授,特别研究员
2015.03-2016.10 350vip葡京集团 土木工程系 助理研究员
2012.08-2015.02 新南威尔士大学(UNSW Australia) 土木与环境学院 Research Fellow
研究领域
1. 高强度钢材钢结构
2. 高性能复合钢材钢结构
3. 全生命周期可拆卸钢结构
4. 钢结构稳定性能
科研项目
国家自然科学基金青年科学基金项目,高性能不锈钢复合钢材轴心受压构件整体稳定性能与设计方法研究,2017/01-2019/12,主持
学术兼职
1. 中国钢结构协会结构稳定与疲劳分会 副秘书长(2016年8月起)
2. 中国力学学会 会员
3. 美国土木工程师协会(ASCE) 会员
4. Journal of Structural Engineering、Thin-Walled Structures、Construction and Building Materials、Advances in Structural Engineering、Structures等期刊审稿人
奖励与荣誉
2012年 350vip葡京集团优秀博士毕业生
2012年 北京市普通高等学校优秀毕业生
2012年 350vip葡京集团博士学位论文二等奖
2012年 第21届全国结构工程学术会议优秀论文一等奖
2011年 350vip葡京集团博士生科研创新基金
2008年 第17届全国结构工程学术会议优秀论文奖
学术成果
专著:
[1] 施刚, 石永久, 班慧勇. 高强度钢材钢结构. 北京: 中国建筑工业出版社, 2014. ISBN: 978-7-112-16181-2

学术论文:
[1] Huiyong Ban*, Mark A. Bradford, Brian Uy, Xinpei Liu. Available rotation capacity of composite beams with high-strength materials under sagging moment. Journal of Constructional Steel Research, 2016, 118: 156-168. DOI: 10.1016/j.jcsr.2015.11.008
[2] Huiyong Ban*, Ee Loon Tan, Brian Uy. Strength of multi-span composite beams subjected to combined flexure and torsion. Journal of Constructional Steel Research, 2015, 113: 1-12. DOI: 10.1016/j.jcsr.2015.05.023
[3] Huiyong Ban*, Brian Uy, Sameera Wijesiri Pathirana, Ian Henderson, Olivia Mirza, Xinqun Zhu. Time-dependent behaviour of composite beams with blind bolts under sustained loads. Journal of Constructional Steel Research, 2015, 112: 196-207. DOI: 10.1016/j.jcsr.2015.05.004
[4] Huiyong Ban, Mark A. Bradford*. Elastoplastic Cross-Sectional Behavior of Composite Beams with High-Strength Steel: Analytical Modeling. Journal of Structural Engineering, 2015, 141(10): 04014236, DOI: 10.1061/(ASCE)ST.1943-541X. 0001208
[5] Huiyong Ban, Mark A. Bradford*. Flexural behaviour of composite beams with high strength steel. Engineering Structures, 2013, 56: 1130-1141, DOI: 10.1016/j.engstruct.2013.06.040
[6] Huiyong Ban, Gang Shi*, Yongjiu Shi, Mark A. Bradford. Experimental investigation of the overall buckling behaviour of 960 MPa high strength steel columns. Journal of Constructional Steel Research, 2013, 88: 256-266, DOI: 10.1016/j.jcsr.2013.05.015
[7] Huiyong Ban, Gang Shi*, Yongjiu Shi, Yuanqing Wang. Residual stress of 460 MPa high strength steel welded box section: Experimental investigation and modeling. Thin-Walled Structures, 2013, 64: 73-82, DOI: 10.1016/j.tws.2012. 12.007
[8] Huiyong Ban*, Gang Shi, Yongjiu Shi, Yuanqing Wang. Column buckling tests of 420 MPa high strength steel single equal angles. International Journal of Structural Stability and Dynamics, 2013, 13(2): 1250069-1-1250069-23, DOI: 10.1142/S0219455412500691
[9] Huiyong Ban, Gang Shi*, Yu Bai, Yongjiu Shi, Yuanqing Wang. Residual stress of 460 MPa high strength steel welded I section: Experimental investigation and modeling. International Journal of Steel Structures, 2013, 13(4): 691-705, DOI: 10.1007/s13296-013-4010-1
[10] Huiyong Ban, Gang Shi*, Yongjiu Shi, Yuanqing Wang. Residual stress tests of high-strength steel equal angles. Journal of Structural Engineering, 2012, 138(12): 1446-1454, DOI: 10.1061/(ASCE)ST.1943-541X.0000585
[11] Huiyong Ban, Gang Shi*, Yongjiu Shi, Yuanqing Wang. Overall buckling behavior of 460 MPa high strength steel columns: Experimental investigation and design method. Journal of Constructional Steel Research, 2012, 74: 140-150, DOI: 10.1016/j.jcsr.2012.02.013
[12] Gang Shi*, Huiyong Ban, Yu Bai, Yuanqing Wang, Cui Luo, Yongjiu Shi. A novel cast aluminum joint for reticulated shell structures: Experimental study and modeling. Advances in Structural Engineering, 2013, 16(6): 1047-1060, DOI: 10.1260/1369-4332.16.6.1047
[13] Gang Shi*, Huiyong Ban, Frans S.K. Bijlaard. Tests and numerical study of ultra-high strength steel columns with end restraints. Journal of Constructional Steel Research, 2012, 70: 236-247, DOI: 10.1016/j.jcsr. 2011.10.027
[14] Gang Shi*, Xi Zhu, Huiyong Ban. Material properties and partial factors for resistance of high-strength steels in China. Journal of Constructional Steel Research, 2016, 121: 65-79, DOI: 10.1016/j.jcsr.2016.01.012
[15] Gang Shi*, Kelong Xu, Huiyong Ban, Cuocuo Lin. Local buckling behavior of welded stub columns with normal and high strength steels. Journal of Constructional Steel Research, 2016, 119: 144-153, DOI: 10.1016/j.jcsr.2015.12.020
[16] Gang Shi*, Zhao Liu, Huiyong Ban, Yong Zhang, Yongjiu Shi, Yuanqing Wang. Tests and finite element analysis on the local buckling of 420 MPa steel equal angle columns under axial compression. Steel and Composite Structures, 2012, 12(1): 31-51.
[17] Xinpei Liu, Mark A. Bradford*, Qing-Jun Chen, Huiyong Ban. Finite element modelling of steel–concrete composite beams with high-strength friction-grip bolt shear connectors [J]. Finite Elements in Analysis and Design, 2016, 108: 54-65, DOI: 10.1016/j.finel.2015.09.004
[18] Jiqin Li, Huiyong Ban, Yongjiu Shi, Yuanqing Wang*, Zhenxue Zhang. Experimental research on the wearability, corrosion resistance, and life assessment of an aluminum alloy bridge deck. Tsinghua Science and Technology, 2010, 15(5): 566-573, DOI: 10.1016/S1007-0214(10)70102-4
[19] 班慧勇, 施刚, 石永久. 不同等级高强钢焊接工形轴压柱整体稳定性能及设计方法研究. 土木工程学报, 2014, 47(11): 19-28.
[20] 班慧勇, 施刚, 石永久. 高强钢焊接构件工字形横截面残余应力试验及统一分布模型研究. 工程力学, 2014, 31(8): 83-91, DOI: 10.6052/j. issn.1000-4750.2012.12.0915
[21] 班慧勇, 施刚, 石永久. 高强钢焊接箱形轴压构件整体稳定设计方法研究. 建筑结构学报, 2014, 35(5): 57-64.
[22] 班慧勇, 施刚, 石永久. Q420高强度等边角钢轴压构件整体稳定性能设计方法研究. 工程力学, 2014, 31(3): 63-71, DOI: 10.6052/j.issn.1000-4750.2013.06.0561
[23] 班慧勇, 施刚, 石永久. 960MPa高强钢焊接箱形截面残余应力试验及统一分布模型研究. 土木工程学报, 2013, 46(11): 63-69.
[24] 班慧勇, 施刚, 石永久, 王元清. 超高强度钢材焊接截面残余应力分布研究. 工程力学, 2008, 25(SII):57-61.
[25] 班慧勇, 施刚, 石永久, 王元清. 建筑结构用高强度钢材的力学性能研究进展. 建筑结构, 2013, 43(2): 88-94.
[26] 班慧勇, 施刚, 石永久, 王元清. 高强度钢材轴心受压钢柱整体稳定性能的缺陷影响研究[J]. 工业建筑, 2012, 42(1): 37-45. [Cited 6, 中文核心]
[27] 班慧勇, 施刚, 石永久, 王元清. 高强度等边单角钢轴压构件稳定设计研究回顾与问题探讨. 四川建筑科学研究, 2012, 38(2): 1-8.
[28] 班慧勇, 王元清, 石永久, 张勇. 轻型围护门式刚架普通钢结构厂房的优化设计分析. 工业建筑, 2009, 39(3):103-106.
[29] 施刚, 班慧勇, 石永久, 王元清. 高强度钢材钢结构研究进展综述. 工程力学, 2013, 30(1): 1-13, DOI: 10.6052/j. issn.1000-4750.2012.05.ST10
[30] 施刚, 班慧勇, 石永久, 王元清. 高强度钢材钢结构的工程应用与研究进展. 工业建筑, 2012, 42(1): 1-7.
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