1、专著

[1]施  刚，陈学森，胡方鑫. 高强度钢材钢结构(II). 北京：中国建筑工业出版社. 2020.

[2]施  刚，王  喆，陈学森，张宏亮，尹  昊，王  琼. 矩形钢管柱端板式连接钢结构. 北京：中国建筑工业出版社. 2020.

[3]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.

[4]石永久，施  刚，王元清，陈  宏. 多高层钢框架梁柱节点——理论与设计. 北京：中国建筑工业出版社. 2014.

2、译著

[5]IABSE 编著. 施  刚 译. 高性能钢材在钢结构中的应用. 北京：中国建筑工业出版社. 2010.

3、英文期刊

[6]Gang Shi, Huatian Zhao, Yang Gao. Experimental study on triple grades hybrid high-performance steel structure (TGHSS): Members and joints. Engineering Structures. 2022, 273: 115109. (SCI 检索)

[7]Gang Shi, Huatian Zhao, Yang Gao. Development of triple grades hybrid high-performance steel structure (TGHSS): Concept and experiments. Engineering Structures, 2022, 266: 114654. (SCI 检索)

[8]Ziqian Zhang, Gang Shi, Shihao Wang, Le Zhou. Investigation on buckling behavior of T-shaped box-T section columns under axial loading. Engineering Structures. 2022, 254: 113904. (SCI检索)

[9]Gang Shi, Shihao Wang, Chengxiao Rong. Experimental investigation into mechanical properties of Q345 steel after fire. Journal of Constructional Steel Research, 2022, 199: 107582. (SCI 检索)

[10]Huatian Zhao, Gang Shi, Xuesen Chen, Tanshu Xiao. Finite element analysis and design of retrofitted beam-to-column joints with welded haunches. Journal of Constructional Steel Research, 2021, 186: 106924. (SCI检索)

[11]Huatian Zhao, Gang Shi, Xuesen Chen, Tanshu Xiao. Numerical simulation and mechanical model of steel beam-to-column joints retrofitted by haunches. Journal of Constructional Steel Research, 2021, 185: 106858. (SCI检索)

[12]Ziqian Zhang, Gang Shi, Lintao Hou, Le Zhou. Geometric dimension and imperfection measurements of box-T section columns using 3D scanning. Journal of Constructional Steel Research, 2021, 183: 106742. (SCI检索)

[13]Gang Shi, Shihao Wang, Xuesen Chen, Chengxiao Rong. Post-fire mechanical properties of base metal and welds of Q235 steel. Journal of Constructional Steel Research, 2021, 183: 106767. (SCI 检索)

[14]Ziqian Zhang, Gang Shi, Xuesen Chen, Lijun Wang, Le Zhou. Residual stress measurements and modeling of built-up box-T sections. Thin-Walled Structures. 2021, 160: 107336. (SCI检索)

[15]Fangxin Hu, Gang Shi. Experimental study on seismic behavior of high strength steel frames: Local response. Engineering Structures. 2021, 229: 111620. (SCI检索)

[16]Gang Shi, Huatian Zhao, Xuesen Chen, Tanshu Xiao. Experimental study of cyclic behavior of retrofitted beam-to-column joints with welded haunches. Journal of Constructional Steel Research. 2020, 171: 106146. (SCI检索)

[17]Gang Shi, Ziqian Zhang, Le Zhou, Lu Yang, Wenjing Zhou. Experimental and numerical investigation on local–overall interactive buckling behavior of welded I-Section steel columns. Thin-Walled Structures. 2020, 151: 106763. (SCI检索)

[18]Gang Shi, Ziqian Zhang, Le Zhou, Yuan Gao. Experimental study and modeling of residual stresses of Q420 large-section angles. Journal of Constructional Steel Research. 2020, 167: 105958. (SCI检索)

[19]Xuesen Chen, Gang Shi. Experimental study on typically designed double-sided plate-reinforced joints with middle columns. Engineering Structures. 2020, 219: 110965. (SCI检索)

[20]Chen Xuesen, Gang Shi. Experimental study on seismic behaviour of cover-plate joints in high strength steel frames. Engineering Structures. 2019, 191: 292-310. (SCI检索)

[21]Chen Xuesen, Gang Shi. Cyclic tests on high strength steel flange-plate beam-to-column joints. Engineering Structures. 2019, 186: 564-581. (SCI检索)

[22]Gang Shi, Hao Yin, Fangxin Hu, Yao Cui. Experimental study on seismic behavior of full-scale fully prefabricated steel frame: Members and joints. Engineering Structures, 2018, 169: 162-178. (SCI检索)

[23]Gang Shi, Hao Yin, Fangxin Hu. Experimental study on seismic behavior of full-scale fully prefabricated steel frame: Global response and composite action. Engineering Structures, 2018, 169: 256-275. (SCI检索)

[24]Hao Yin, Gang Shi. Finite element analysis on the seismic behavior of fully prefabricated steel frames. Engineering Structures. 2018, 173: 28-51. (SCI检索)

[25]Fangxin Hu, Gang Shi, Yongjiu Shi. Constitutive model for full-range elasto-plastic behavior of structural steels with yield plateau: Formulation and implementation. Engineering Structures. 2018, 171: 1059-1070. (SCI检索)

4、中文期刊

[26]施  刚, 赵华田, 荣成骁, 丁大益, 刘  威, 周  健, 王  荣. 天津周大福金融中心复杂铸钢节点性能分析. 建筑结构. 2022, 52(4): 81-85. (CSCD检索)

[27]骆  晶, 施  刚, 毛灵涛, 郑  云. 双相型不锈钢S22053循环本构关系研究. 工程力学. 2021, 38(09): 171-181. (EI检索)

[28]陈学森, 施  刚, 陈玉峰. 高强钢螺栓连接电弧热喷铝接触面抗滑移系数试验研究. 建筑结构. 2021, 51(13): 87-92. (CSCD检索)

[29]施  刚, 张紫千, 陈学森, 高  源. 带焊接端板Q420大规格角钢残余应力试验研究. 建筑结构学报. 2020, 41(S2): 374-381. (EI检索)

[30]施  刚，陈经纬，陈  宏. 大跨桁架拱与混凝土支承结构协同工作分析. 建筑结构. 2017(15):6-10+48. (CSCD检索)

[31]施  刚, 张海涛, 侯和涛, 蔡建光, 厉亚宁, 孙  毅, 王海涛. 加热炉带壁板足尺钢结构抗震性能试验研究. 工程力学. 2014, 31(12): 40-46. (EI检索)

[32]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. (EI检索, 入选F5000)

[33]施  刚, 罗  翠, 王元清, 石永久, 李国星. 铝合金网壳结构中新型铸铝节点受力性能试验研究. 建筑结构学报. 2012, 33(3): 70-79. (EI检索)

[34]施  刚, 王元清, 石永久. 高强度钢材轴心受压构件的受力性能. 建筑结构学报. 2009, 30(2): 92-97. (EI检索, 入选F5000)

[35]施  刚, 金建钢, 傅爱华. 钢结构大六角头高强度螺栓应变松弛分析. 清华大学学报. 2010, 50(3): 342-345. (EI检索)

[36]施  刚, 石永久, 王元清. 运用ANSYS分析超高强度钢材钢柱整体稳定特性. 吉林大学学报. 2009, 39(1): 113-118. (EI检索)