Ban Huiyong

Position:Associate Professor
Address:Dept. Civil Engineering, Tsinghua University, Beijing 100084, PR China
Tel:86 10 62773505
E-mail:banhy@tsinghua.edu.cn

Educational Background

Aug. 2007 ~ Jul 2012 Ph.D., Dept. Civil Engineering, Tsinghua University, P. R. China

Aug. 2003 ~ Jul 2007 B.E., Dept. Civil Engineering, Tsinghua University, P. R. China

Work Experience

Dec. 2020 ~ Present Associate Professor, Dept. Civil Engineering, Tsinghua University, PR China

Nov. 2016 ~ Nov. 2020 Assistant Professor, Dept. Civil Engineering, Tsinghua University, PR China

Mar. 2015 ~ Oct. 2016 Research Associate, Dept. Civil Engineering, Tsinghua University, PR China

Aug. 2012 ~ Feb. 2015 Research Fellow, School of Civil and Environmental Engineering, UNSW Sydney, Australia

Teaching Courses

“Steel Structures (1) (English)”, specialised course for undergraduates

“Principles and Design of Steel Structures (English)”, specialised course for undergraduates

“High-Performance Steel and Steel Structures”, specialised course for postgraduates

Research Interests
  1. Bimetallic steel structures

  2. Superior High-performance steel structures

  3. Full-life-cycle deconstructable steel structures

  4. Buckling theories

Research Projects

NSFC-RGC Joint Research Programme, 2021~2024, "Research on Structural Behaviour of Stainless-Clad Bimetallic Steel Welded Connections and Joints under Monotonic and Cyclic Actions"

NSFC General Programme, 2021~2024, "Research on Fundamental Behaviour of Titanium-Clad Bimetallic Steel Columns for Use in Marine Environment"

NSFC General Programme, 2018~2021, "Research on Local Buckling and Interactive Buckling Behaviour of Stainless-Clad Steel Columns and Design Method"

National Key R&D Program of China (Sub-Project), 2018~2021, "Research on Application Key Techniques of High-Performance Steel in Building Structures"

National Key R&D Program of China (Sub-Project), 2017~2021, "Research on Application and Design Guidance of Seismic-Corrosion-Fire Resistance Steel"

NSFC Young Scientists Fund, 2017~2019, "Research on Overall Buckling Behaviour and Design Method of High-performance Stainless-Clad Steel Columns under Axial Compression"

Beijing Natural Science Foundation General Programme, 2018~2020, " Research on Mechanism and Design Method of Connections in Deconstructable Steel Structures during Full Life-Cycle"

Professional Service
  1. Invited Executive Council Member China Steel Construction Society

  2. Serectary-General Sub-association for Stability and Fatigue of Steel Structures, China Steel Construction Society

  3. Council Member Sub-association of Aluminium Structures, China Construction Metal Structure Association

  4. Member ASCE

Honors and Awards

2021 Young Scholar of Distinction Award by Tsinghua University

2021 Excellent Master's Thesis Supervisor of Tsinghua University

2020 Innovative Talent Award by China Steel Construction Society

2020 The First Prize of the Fifth National Young College Teachers' Teaching Competition (Engineering Group)

2019 The First Prize of the 11th Beijing Teaching Competition (Engineering Group A)

2018 Best Paper Award by Young Researcher at the ICSC2018

2017 The Second Prize of Science and Technology Award by China Steel Construction Society (5/10)

Academic Achievement

BOOKS:

[1] GangShi, Yongjiu Shi, Huiyong Ban. High Strength Steel Structures. Beijing: China Architecture & Building Press, 2014.1. (in Chinese) ISBN: 978-7-112-16181-2

STANDARDS:

[1] CECS Standard, Technical Specification for Stainless-Clad Bimetallic Steel Structures (in editing), Chief Editor

[2] CSCS Standard, Technical Specification for Titanium-Clad Bimetallic Steel Structures (in editing), Chief Editor

SELECTED JOURNAL PAPERS:

[1] Huiyong Ban*, Zijian Chen, Yong Xiang, Zhaodong Li. Bond behaviour of stainless-clad bimetallic rebar in concrete. Structures, 2022, 37: 1069-1079. DOI: 10.1016/j.istruc.2022.01.063

[2] Xiaofeng Yang, Huiyong Ban⁎, Quanming Yang, Yongjiu Shi, Longteng Ma. Experimental and numerical studies on cyclic behaviour of superior high-performance steel welded I-section beam-column. Journal of Constructional Steel Research, 2021, 184, 106789. DOI: doi.org/10.1016/j.jcsr.2021.106789

[3] Rongquan Ma, Pingyu Zhao, Huiyong Ban*, Yuanqing Wang, Yuzheng Zhao, Chengbo Peng. Behaviour of reinforced joints between steel beam and L-shaped wide limb composite column. Advanced Steel Construction, 2021, 17(1): 66-72. DOI: 10.18057/IJASC.2021.17.1.8

[4] Huiyong Ban*, Quanming Yang, Yongjiu Shi, Zhijun Luo. Constitutive model of high-performance bolts at elevated temperatures. Engineering Structures, 2021, 233: 111889. DOI: 10.1016/j.engstruct.2021.111889

[5] Huiyong Ban*, Guohao Zhou, Haiqun Yu, Yongjiu Shi, Kun Liu. Mechanical properties and modelling of superior high-performance steel at elevated temperatures. Journal of Constructional Steel Research, 2021, 176, 106407. DOI: 10.1016/j.jcsr.2020.106407

[6] Xiaoling Liu, Yuanqing Wang, Huiyong Ban*, Ming Liu, Milan Veljkovic, Frans S.K. Bijlaard. Flexural strength and rotation capacity of welded I-section steel beams with longitudinally profiled flanges. Journal of Constructional Steel Research, 2020, 173, 106255. DOI: 10.1016/j.jcsr.2020.106255

[7] Huiyong Ban⁎, Juncheng Zhu, Gang Shi. Cyclic loading tests on welded connections of stainless-clad bimetallic steel and modelling. Journal of Constructional Steel Research, 2020, 171: 106140. DOI: 10.1016/j.jcsr.2020.106140

[8] Huiyong Ban*, Risheng Bai, Kwok-Fai Chung, Yin Bai. Post-fire material properties of stainless-clad bimetallic steel. Fire Safety Journal, 2020, 112: 102964. DOI: 10.1016/j.firesaf.2020.102964

[9] Yixiao Mei, Huiyong Ban*. High strain rate behaviour of stainless-clad bimetallic steel. Engineering Structures, 2020, 207: 110219. DOI: 10.1016/j.engstruct.2020.110219

[10] Huiyong Ban*, Juncheng Zhu, Gang Shi, Yong Zhang. Tests and modelling on cyclic behaviour of stainless-clad bimetallic steel. Journal of Constructional Steel Research, 2020, 166: 105944. DOI: 10.1016/j.jcsr.2020.105944

[11] Xinpei Liu, Huiyong Ban*, Juncheng Zhu, Brian Uy. Cyclic behaviour and modelling of stainless clad bimetallic steels with various clad ratios. Steel and Composite Structures, 2020, 34(2): 189-213. DOI: 10.12989/scs.2020.34.2.189

[12] Xinpei Liu, Risheng Bai, Brian Uy, Huiyong Ban*. Material properties and stress-strain curves for titanium-clad bimetallic steels. Journal of Constructional Steel Research, 2019, 162: 105756. DOI: 10.1016/j.jcsr.2019.105756

[13] Huiyong Ban*, Risheng Bai, Lu Yang, Yin Bai. Mechanical properties of stainless-clad bimetallic steel at elevated temperatures. Journal of Constructional Steel Research, 2019, 162: 105704. DOI: 10.1016/j.jcsr.2019.105704

[14] Yuanqing Wang, Xiaoling Liu, Huiyong Ban*, Ming Liu, Yongjiu Shi, Yuyin Wang. Deformation behavior at SLS of welded I-section steel beams with longitudinally profiled flanges. Journal of Constructional Steel Research, 2018, 146: 122-134. DOI: 10.1016/j.jcsr.2018.03.033

[15] Huiyong Ban, Gang Shi*. Overall buckling behaviour and design of high-strength steel welded section columns. Journal of Constructional Steel Research, 2018, 143: 180-195. DOI: 10.1016/j.jcsr.2017.12.026

[16] Huiyong Ban, Gang Shi*. A review of research on high-strength steel structures. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2018, 171(8): 625-641. DOI: 10.1680/jstbu.16.00197

[17] 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

[18] 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

[19] 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

[20] 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

[21] 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

[22] 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

[23] 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

[24] 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

[25] 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

[26] 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

[27] 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

[28] Yi-Fei Hu, Kwok-Fai Chung*, Huiyong Ban, David A. Nethercot. Structural testing and numerical modelling of T-joints between cold-formed S690 circular hollow sections under brace in-plane bending. Engineering Structures, 2022, 250: 113317. DOI: 10.1016/j.engstruct.2021.113317

[29] Keyang Ning, Lu Yang*, Huiyong Ban. Seismic performance of welded stainless steel H-section columns under cyclic horizontal loading. Journal of Structural Engineering, 2021, 147(4): 04021016. DOI: 10.1061/(ASCE)ST.1943-541X.0002958

[30] Yi-Fei Hu, Kwok-Fai Chung*, Huiyong Ban, David A. Nethercot. Investigations into residual stresses in S690 cold-formed circular hollow sections due to transverse bending and longitudinal welding. Journal of Constructional Steel Research, 2020, 219. 110911. DOI: 10.1016/j.engstruct.2020.110911

[31] Yifei Hu, Kwok-Fai Chung⁎, Hao Jin, Huiyong Ban, David A. Nethercot. Structural behaviour of T-joints between high strength S690 steel cold-formed circular hollow sections. Journal of Constructional Steel Research, 2021, 182: 106686. DOI: 10.1016/j.jcsr.2021.106686

[32] Xiaowei Liao, Yuanqing Wang, Liuyang Feng*, Huiyong Ban, Yong Chen. Fatigue crack initiation and energy-based life analysis for Q345qD bridge steel at low temperatures. Journal of Constructional Steel Research, 2021, 180: 106571. DOI: 10.1016/j.jcsr.2021.106571

[33] Yuanqing Wang, Dongdong Xu, Yidu Bu*, Xiaoling Liu, Huiyong Ban, Ming Liu. Elastic buckling analysis of rectangular longitudinally profiled (LP) steel plates under uniform compression. Thin-Walled Structures, 2020, 157: 107003. DOI: 10.1016/j.tws.2020.107003

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