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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Zhang, Yuanming / Wang, Meng / Shi, Gang (2024): Mechanical behavior of the extended end-plate connections of a portal frame with various retrofitted constructions under loading. In: Structures, v. 63 (May 2024).

    https://doi.org/10.1016/j.istruc.2024.106477

  2. Shi, Gang / Zhao, Huatian / Gao, Yang (2023): Research on high‐performance steel structure with high‐strength steel column, ordinary‐strength steel beam, and low‐yield‐point steel BRB. In: ce/papers, v. 6, n. 3-4 (September 2023).

    https://doi.org/10.1002/cepa.2657

  3. Zhao, Huatian / Shi, Gang (2023): Research and outlook of steel beam‐to‐column joints retrofitted by welding haunches. In: ce/papers, v. 6, n. 3-4 (September 2023).

    https://doi.org/10.1002/cepa.2659

  4. Zhang, Naizhou / Zhao, Huatian / Zhou, Feng / Chen, Xiaoming / Bao, Lianjin / Shi, Gang (2023): Mechanical properties and constitutive model of Q345GJ thick steel plate in China. In: Construction and Building Materials, v. 406 (November 2023).

    https://doi.org/10.1016/j.conbuildmat.2023.133288

  5. Zhang, Naizhou / Zhao, Huatian / Bao, Lianjin / Zhou, Feng / Chen, Xiaoming / Jiang, Sheng / Shi, Gang (2024): Mechanical properties and constitutive models of butt-welds in Q345GJ thick steel plates. In: Journal of Constructional Steel Research, v. 213 (February 2024).

    https://doi.org/10.1016/j.jcsr.2023.108321

  6. Chou, An-Ping / Shi, Gang / Liu, Chenhao / Zhou, Le (2023): Residual stress and compression buckling of large welded equal-leg steel angles. In: Journal of Constructional Steel Research, v. 201 (February 2023).

    https://doi.org/10.1016/j.jcsr.2022.107756

  7. Zhao, Huatian / Shi, Gang / Chen, Xuesen / Xiao, Tanshu (2021): Numerical simulation and mechanical model of steel beam-to-column joints retrofitted by haunches. In: Journal of Constructional Steel Research, v. 185 (October 2021).

    https://doi.org/10.1016/j.jcsr.2021.106858

  8. Shi, Gang / Wang, Shihao / Chen, Xuesen / Rong, Chengxiao (2021): Post-fire mechanical properties of base metal and welds of Q235 steel. In: Journal of Constructional Steel Research, v. 183 (August 2021).

    https://doi.org/10.1016/j.jcsr.2021.106767

  9. Gao, Yang / Shi, Gang / Wang, Xun (2021): Mechanical properties of low yield point steels subjected to low-cycle structural damage. In: Journal of Constructional Steel Research, v. 183 (August 2021).

    https://doi.org/10.1016/j.jcsr.2021.106733

  10. Shi, Gang / Gao, Yang / Wang, Xun / Zhang, Yong (2018): Mechanical properties and constitutive models of low yield point steels. In: Construction and Building Materials, v. 175 (June 2018).

    https://doi.org/10.1016/j.conbuildmat.2018.04.219

  11. Yang, Lu / Gao, Yang / Shi, Gang / Wang, Xun / Bai, Yu (2018): Low cycle fatigue property and fracture behavior of low yield point steels. In: Construction and Building Materials, v. 165 (March 2018).

    https://doi.org/10.1016/j.conbuildmat.2018.01.075

  12. Ban, Huiyong / Shi, Gang / Shi, Yongjiu / Wang, Yuanqing (2013): Residual stress of 460MPa high strength steel welded box section: Experimental investigation and modeling. In: Thin-Walled Structures, v. 64 (March 2013).

    https://doi.org/10.1016/j.tws.2012.12.007

  13. Yang, Lu / Shi, Gang / Zhao, Menghan / Zhou, Wenjing (2017): Research on interactive buckling behavior of welded steel box-section columns. In: Thin-Walled Structures, v. 115 (June 2017).

    https://doi.org/10.1016/j.tws.2017.01.030

  14. Ding, Chenting / Pan, Xuebei / Bai, Yu / Shi, Gang (2019): Prefabricated connection for steel beam and concrete-filled steel tube column. In: Journal of Constructional Steel Research, v. 162 (November 2019).

    https://doi.org/10.1016/j.jcsr.2019.105751

  15. Shi, Gang / Gao, Yang / Wang, Xun (2019): Material properties and partial factors for resistance of low yield point steels in China. In: Construction and Building Materials, v. 209 (June 2019).

    https://doi.org/10.1016/j.conbuildmat.2019.03.051

  16. Ban, Huiyong / Shi, Gang / Shi, Yongjiu / Wang, Yuanqing (2012): Overall buckling behavior of 460MPa high strength steel columns: Experimental investigation and design method. In: Journal of Constructional Steel Research, v. 74 (July 2012).

    https://doi.org/10.1016/j.jcsr.2012.02.013

  17. Gao, Yiqi / Yu, Hongxia / Shi, Gang (2013): Resistance of flush endplate connections under tension and shear in fire. In: Journal of Constructional Steel Research, v. 86 (July 2013).

    https://doi.org/10.1016/j.jcsr.2013.03.015

  18. Wang, Meng / Shi, Yongjiu / Wang, Yuanqing / Shi, Gang (2013): Numerical study on seismic behaviors of steel frame end-plate connections. In: Journal of Constructional Steel Research, v. 90 (November 2013).

    https://doi.org/10.1016/j.jcsr.2013.07.033

  19. Shi, Gang / Zhu, Xi / Ban, Huiyong (2016): Material properties and partial factors for resistance of high-strength steels in China. In: Journal of Constructional Steel Research, v. 121 (June 2016).

    https://doi.org/10.1016/j.jcsr.2016.01.012

  20. Shi, Gang / Chen, Xuesen (2017): Moment-rotation curves of ultra-large capacity end-plate joints based on component method. In: Journal of Constructional Steel Research, v. 128 (January 2017).

    https://doi.org/10.1016/j.jcsr.2016.09.012

  21. Ban, Huiyong / Shi, Gang (2018): Overall buckling behaviour and design of high-strength steel welded section columns. In: Journal of Constructional Steel Research, v. 143 (April 2018).

    https://doi.org/10.1016/j.jcsr.2017.12.026

  22. Shi, Gang / Chen, Xuesen (2018): Research advances in HSS structures at Tsinghua University and codification of the design specification. In: Steel Construction, v. 11, n. 4 (November 2018).

    https://doi.org/10.1002/stco.201800023

  23. Shi, Gang / Hu, Fangxin / Shi, Yongjiu (2014): Recent research advances of high strength steel structures and codification of design specification in China. In: International Journal of Steel Structures, v. 14, n. 4 ( 2014).

    https://doi.org/10.1007/s13296-014-1218-7

  24. Ban, Huiyong / Shi, Gang / Bai, Yu / Shi, Yongjiu / Wang, Yuanqing (2013): Residual stress of 460 MPa high strength steel welded i section: Experimental investigation and modeling. In: International Journal of Steel Structures, v. 13, n. 4 ( 2013).

    https://doi.org/10.1007/s13296-013-4010-1

  25. Shi, Yongjiu / Wang, Meng / Wang, Yuanqing / Yang, Wen / Shi, Gang (2011): Rehabilitation of Steel Moment Connections with Cover Plates under Initial Loading. In: Advances in Structural Engineering, v. 14, n. 5 (October 2011).

    https://doi.org/10.1260/1369-4332.14.5.789

  26. Shi, Gang / Shi, Yongjiu / Wang, Yuanqing / Bijlaard, F. S. K. (2010): Monotonic Loading Tests on Semi-Rigid End-Plate Connections with Welded I-Shaped Columns and Beams. In: Advances in Structural Engineering, v. 13, n. 2 (April 2010).

    https://doi.org/10.1260/1369-4332.13.2.215

  27. Ban, Huiyong / Shi, Gang / Shi, Yongjiu / Wang, Yuanqing (2012): Residual Stress Tests of High-Strength Steel Equal Angles. In: Journal of Structural Engineering (ASCE), v. 138, n. 12 (December 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000585

  28. Shi, Gang / Shi, Yongjiu / Wang, Yuanqing / Bradford, Mark A. (2008): Numerical simulation of steel pretensioned bolted end-plate connections of different types and details. In: Engineering Structures, v. 30, n. 10 (October 2008).

    https://doi.org/10.1016/j.engstruct.2008.02.013

  29. Ban, Huiyong / Shi, Gang (2018): A review of research on high-strength steel structures. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 171, n. 8 (August 2018).

    https://doi.org/10.1680/jstbu.16.00197

  30. Shi, Gang / Ban, Huiyong / Bai, Yu / Wang, Yuanqing / Luo, Cui / Shi, Yongjiu (2013): A Novel Cast Aluminum Joint for Reticulated Shell Structures: Experimental Study and Modeling. In: Advances in Structural Engineering, v. 16, n. 6 (June 2013).

    https://doi.org/10.1260/1369-4332.16.6.1047

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