1. 高性能钢结构：高强钢结构承载与抗震性能及应用技术、耐火钢结构抗火性能与应用、耐候钢与复合钢板结构服役性能

2. 高性能组合结构：高性能钢管混凝土结构、预制装配式组合结构、高性能组合梁

3. 材料本构模型：高强钢三维本构与断裂模型、超高性能混凝土及受约束混凝土本构模型

4. 装配式钢结构建筑：模块化建造技术、模块连接技术

主持科研项目

• 高强圆钢管超高强混凝土柱三维本构模型及承载性能，国家自然科学基金(面上项目)，2019-2022

• 高性能钢结构钢配套的连接材料和相应的连接技术，国家重点研发计划(子课题)，2018-2021

• 超500MPa级高强钢螺栓连接受剪性能与设计方法研究，国家自然科学基金(青年基金项目)，2015-2017

• 高强钢焊接连接力学行为机理与模型及设计方法，国家自然科学基金重点国际重点合作研究项目，2021-2025

• 690MPa高强钢焊接箱形柱抗震性能与设计方法研究，中国博士后科学基金项目，2014-2017

• 高性能抗震钢应用技术，上海市科委（宝钢联合项目），2012-2014

• 建筑用复合型抗震耐火钢构件耐火极限研究，南京钢铁股份有限公司，2021-2023

• 高强不锈钢螺栓氢致延迟断裂性能研究，郑州永通特钢有限公司，2018-2019

• 钢结构模块化建筑创新示范，上海宝钢建筑工程设计有限公司，2022-2023

• 造楼机集成平台构配件材料轻量化应用技术研发，中建三局集团有限公司，2021-2023

                                                                

Journal Papers/期刊论文 (SCI/EI)

[1]         Bi Cheng, Wang Yan-Bo*, Liu Xiao-Yu, Jiao Zi-Lun. Buckling analysis and experimental study of simply-supported single-corrugation steel plates subjected to compression [J]. Thin-Walled Structures, 2022, 172:108850.

[2]         Li Yan-Wen, Wang Yuan-Zuo, Wang Yan-Bo*. Application of seismic resilient energy-dissipative rocking columns with HSS tension braces in steel frames [J]. Engineering Structures, 2022, 253:113812.

[3]         Li Y-W, Wang Y-Z, Wang Y-B*. Experimental and numerical study of beam-through energy-dissipative rocking columns for mitigating seismic responses. Journal of Constructional Steel Research. 2022;189:107097.

[4]         Guo H, Wei H, Li G, Wang Y. Experimental Research on Fatigue Performance of Corroded Q690 High-Strength Steel. Journal of Materials in Civil Engineering. 2021;33.

[5]         Chen Z, Li G-Q, Bradford MA, Wang Y-B, Zhang C, Yang G*. Local buckling and hysteretic behavior of thin-walled Q690 high-strength steel H-section beam-columns. Engineering Structures. 2022;252:113729.

[6]         Jiang J, Dai ZS, Wang Y-B*, Ye M. Experimental study on fracture toughness of quenched and tempered and TMCP high strength steels. Journal of Constructional Steel Research. 2022;189:107096.

[7]         Lyu Y-F, Li G-Q, Cao K*, Zhai S-Y, Wang Y-B, Mao L et al. Bending behavior of splice connection for corner-supported steel modular buildings. Engineering Structures. 2022;250:113460.

[8]         Pei S, Zhang Z*, Deng E-F, Wang Y-B. Experimental study on seismic performance of ultrahigh-strength steel frames with buckling-restrained braces. Archives of Civil and Mechanical Engineering. 2021;21:164.

[9]         Chen F, Li Z*, He M, Wang Y, Shu Z, He G. Seismic performance of self-centering steel-timber hybrid shear wall structures. Journal of Building Engineering. 2021;43:102530.

[10]      Lyu Y-F, Li G-Q, Wang Y-B*, Li H, Wang Y-Z. Effect of bolt pre-tension on the bearing behavior of high strength steel connections. Engineering Structures. 2021;241:112491.

[11]      Wang Y-Z, Kanvinde A, Li G-Q, Wang Y-B*. A new constitutive model for high strength structural steels. Journal of Constructional Steel Research. 2021;182:106646.

[12]      Ran M-M, Zhao C, Sun F-F, Li G-Q, Wang Y-B, Lyu Y-F. Experimental study on the strength and fracture behaviour of fillet welded joints made of high strength steel under multiple loading angles. Thin-Walled Structures. 2021;169:108295.

[13]      Cai W-Y, Jiang J, Li G-Q, Wang Y-B. Fracture behavior of high-strength bolted steel connections at elevated temperatures. Engineering Structures. 2021;245:112817.

[14]      Jiang J, Peng ZY, Ye M, Wang YB, Wang X, Bao W. Thermal Effect of Welding on Mechanical Behavior of High-Strength Steel. Journal of Materials in Civil Engineering. 2021;33:1-16.高被引论文

[15]      Wang Yuan-Zuo, Li Guo-Qiang, Wang Yan-Bo*, Lyu Yi-Fan. Simplified method to identify full von Mises stress-strain curve of structural metals [J]. Journal of Constructional Steel Research, 2021, 181: 106624.

[16]      Hai Le-Tian, Li Guo-Qiang, Wang Yan-Bo*, Wang Yuan-Zuo. Experimental and numerical investigation on Q690 high strength steel beam-columns under cyclic lateral loading about weak axis [J]. Engineering Structures, 2021, 236: 112107.

[17]      Ran Ming-Ming, Sun Fei-Fei*, Li Guo-Qiang, Wang Yan-Bo. Mechanical behaviour of longitudinal lap-welded joints of high strength steel: Experimental and numerical analysis [J]. Thin-Walled Structures, 2021, 159: 107286.

[18]      Hai Le-Tian, Li Guo-Qiang*, Wang Yan-Bo, Wang Yuan-Zuo. A fast calibration approach of modified Chaboche hardening rule for low yield point steel, mild steel and high strength steels [J]. Journal of Building Engineering, 2021, 38: 102168.

[19]      Cai Wen-Yu, Jiang Jian, Wang Yan-Bo, Li Guo-Qiang*. Analysis of fracture behavior of high-strength steels in tension after fire exposure [J]. Engineering Structures, 2021, 231: 111750.

[20]      Cai Wen-Yu, Jiang Jian, Wang Yan-Bo, Li Guo-Qiang*. Fracture behavior of high-strength steels at elevated temperatures [J]. Journal of Constructional Steel Research, 2020, 175: 106385.

[21]      Wang Yuan-Zuo, Wang Yan-Bo*, Zhao Yuan-Zi, Li Guo-Qiang, Lyu Yi-Fan, Li Heng. Experimental study on ultra-high performance concrete under triaxial compression. Construction and Building Materials. 2020;263:120225.

[22]      Yan Xiao-Lei, Li Guo-Qiang, Wang Yan-Bo*, Jiang Jin. Experimental and numerical investigation on flexural-torsional buckling of Q460 steel beams. Journal of Constructional Steel Research. 2020;174:106276.

[23]      Hai Le-Tian, Li Guo-Qiang, Wang Yan-Bo, Cai Wen-Yu*. Hysteretic model of Q690 high-strength steel beam-columns considering cyclic deterioration. Journal of Constructional Steel Research. 2020;172:106158.

[24]      Li Guo-Qiang, Lyu Yi-Fan, Wang Yan-Bo*. State-of-the-art on resistance of bearing-type bolted connections in high strength steel. Frontiers of Structural and Civil Engineering. 2020;14:569-85.

[25]      Lyu Yi-Fan, Li Guo-Qiang, Wang Yan-Bo*, Behavior-Based Resistance Model for Bearing-Type Connection in High-Strength Steels [J]. Journal of Structural Engineering, 2020, 146(7): 04020109.

[26]      Lyu Yi-Fan, Li Guo-Qiang, Wang Yan-Bo*, Li Heng, Wang Yuan-Zuo. Bearing behavior of multi-bolt high strength steel connections [J]. Engineering Structures, 2020, 212: 110510.

[27]      Wang Yuan-Zuo, Li Guo-Qiang, Wang Yan-Bo*, Lyu Yi-Fan, Li Heng. Ductile fracture of high strength steel under multi-axial loading [J]. Engineering Structures, 2020, 210: 110401.

[28]      Wang Yan-Bo, Wang Yuan-Zuo, Chen Kun, Li Guo-Qiang*. Slip factor between shot blasted mild steel and high strength steel surfaces [J]. Journal of Constructional Steel Research, 2020, 168: 105969.

[29]      Wang Yan-Bo, Wang Yuan-Zuo, Chen Kun, Jin Hua-Jian*. Slip factor of high strength steel with inorganic zinc-rich coating [J]. Thin-Walled Structures, 2020, 148: 106595.

[30]      Xiong Ming-Xiang, Liew J. Y. Richard, Wang Yan-Bo*, Xiong De-Xin, Lai Bing-Lin. Effects of coarse aggregates on physical and mechanical properties of C170/185 ultra-high strength concrete and compressive behaviour of CFST columns [J]. Construction and Building Materials, 2020, 240: 117967.

[31]      Ran Ming-Ming, Sun Fei-Fei, Li Guo-Qiang, Wang Yan-Bo*. Mechanical properties of mismatched high strength steel butt joints with three softened/hardened strength distribution patterns [J]. Thin-Walled Structures, 2020, 146: 106456.

[32]      Wang Yan-Bo, Lyu Yi-Fan, Wang Yuan-Zuo*, Li Guo-Qiang, Richard Liew J. Y. A reexamination of high strength steel yield criterion [J]. Construction and Building Materials, 2020, 230: 116945.

[33]      Hai Le-Tian, Wang Yan-Bo, Li Guo-Qiang*, Sun Fei-Fei, Wang Yuan-Zuo. Numerical investigation on cyclic behavior of Q690 high strength steel beam-columns [J]. Journal of Constructional Steel Research, 2020, 167: 105814.

[34]      Sun Fei-Fei, Ran Ming-Ming*, Li Guo-Qiang, Wang Yan-Bo. Mechanical behavior of transverse fillet welded joints of high strength steel using digital image correlation techniques [J]. Journal of Constructional Steel Research, 2019, 162: 105710.

[35]      Jiang Jin*, Ye Z. J., Bao W., Wang X., Wang Y. B., Dai X. H. Flexural buckling behaviour of 690 MPa high strength steel H-section columns [J]. Engineering Structures, 2019, 200: 109718.

[36]      Shen Qihan, Wang Jingfeng*, Wang Yanbo, Wang Fengqin. Analytical modelling and design of partially CFRP-wrapped thin-walled circular NCFST stub columns under axial compression [J]. Thin-Walled Structures, 2019, 144: 106276.

[37]      Li Yan-Wen, Li Guo-Qiang*, Jiang Jian, Wang Yan-Bo. Seismic performance improvement of tension-only-braced frames with Energy-Dissipative Rocking Columns [J]. Engineering Structures, 2019, 196: 109286.

[38]      Li Yan-Wen, Li Guo-Qiang*, Jiang Jian, Wang Yan-Bo. Use of energy-dissipative rocking columns to enhance seismic performance of buckling-restrained braced frames [J]. Journal of Constructional Steel Research, 2019, 159: 548-559.

[39]      Li Yan-Wen, Li Guo-Qiang*, Jiang Jian, Wang Yan-Bo. Experimental study on seismic performance of RC frames with Energy-Dissipative Rocking Column system [J]. Engineering Structures, 2019, 194: 406-419.

[40]      Li Guo-Qiang, Liu Kang, Wang Yan-Bo*, Dai Ziquan. Moment resistance of blind-bolted SHS column splice joint subjected to eccentric compression [J]. Thin-Walled Structures, 2019, 141: 184-193.

[41]      Hai Le-Tian, Li Guo-Qiang, Wang Yan-Bo*, Sun Fei-Fei, Jin Hua-Jian. Experimental investigation on cyclic behavior of Q690D high strength steel H-section beam-columns about strong axis [J]. Engineering Structures, 2019, 189: 157-173.

[42]      Jiang Jin*, Bao W., Peng Z. Y., Wang Y. B., Liu J., Dai X. H. Experimental investigation on mechanical behaviours of TMCP high strength steel [J]. Construction and Building Materials, 2019, 200: 664-680.

[43]      Wang, Yan-Bo, Yuan-Zuo Wang, Kun Chen, and Guo-Qiang Li*. "Slip factors of high strength steels with shot blasted surface." Journal of Constructional Steel Research 157 (2019): 10-18.

[44]      Wang Yan-Bo, Lyu Yi-Fan, Li Guo-Qiang*, Liew J. Y. Richard. Bearing-strength of high strength steel plates in two-bolt connections [J]. Journal of Constructional Steel Research, 2019, 155: 205-218.

[45]      Yi-Fan Lyu, Yan-Bo Wang*, Guo-Qiang Li, Jin Jiang, Numerical analysis on the ultimate bearing resistance of single-bolt connection with high strength steels, Journal of Constructional Steel Research [J], 2019, 153: 118-129.

[46]      Ran Ming-Ming, Sun Fei-Fei*, Li Guo-Qiang, Kanvinde Amit, Wang Yan-Bo, Xiao Robert Y. Experimental study on the behavior of mismatched butt welded joints of high strength steel [J]. Journal of Constructional Steel Research, 2019, 153: 196-208.

[47]      Sun Fei-Fei, Ran Ming-Ming*, Li Guo-Qiang, Kanvinde Amit, Wang Yan-Bo, Xiao Robert Y. Strength model for mismatched butt welded joints of high strength steel [J]. Journal of Constructional Steel Research, 2018, 150: 514-527.

[48]      Hai Le-Tian, Sun Fei-Fei, Zhao Chen*, Li Guo-Qiang, Wang Yan-Bo. Experimental cyclic behavior and constitutive modeling of high strength structural steels [J]. Construction and Building Materials, 2018, 189: 1264-1285.

[49]      Zhang Jing-Zhou, Li Guo-Qiang*, Wang Yan-Bo, Jiang Jian. Theoretical investigations on load-bearing capacity of RC flat-plate framed structures subject to middle column loss [J]. Structural Design of Tall and Special Buildings, 2018, 27(6): 1-22.

[50]      Yan XL, Li GQ, Wang YB*, Q460C welded box-section columns under eccentric compression, Structures and Buildings, 2018, 171(8): 611-624

[51]      Wang YB, Li GQ*, Sun X, Chen SW and Hai LT, Evaluation and prediction of cyclic response of Q690D steel, Structures and Buildings, 2017, 170(110):788-803.  

[52]      Wang, Y.-B., Lyu, Y.-F., Li, G.-Q*., Liew, J.Y.R., Behavior of single bolt bearing on high strength steel plate, Journal of Constructional Steel Research [J], 2017, 137: 19-30.

[53]      Du Y, Chen Z*, Wang Y-B, Richard Liew JY. Ultimate resistance behavior of rectangular concrete-filled tubular beam-columns made of high-strength steel [J]. Journal of Constructional Steel Research. 2017; 133:418-433.

[54]      Wang, Y.-B., Liew, J.Y.R*. Constitutive model for confined ultra-high strength concrete in steel tube [J]. Construction and Building Materials, 2016, 126: 812-822.

[55]      Wang, Y.B.*, Liew, J.Y.R., Lee, S.C., Xiong, D.X. Experimental Study of Ultra-High-Strength Concrete under Triaxial Compression [J]. ACI Materials Journal, 2016, 113(1): 105-112.

[56]      Chen, S-W., Chen, X., Wang, Y.-B.*, Lu, Z., Li, G.-Q. Experimental and numerical investigations of Q690D H-section columns under lateral cyclic loading [J]. Journal of Constructional Steel Research, 2016, 121: 268-281.

[57]      Li, T.-J., Li, G.-Q.*, Chan, S.-L., Wang, Y.-B. Behavior of Q690 high-strength steel columns: Part 1: Experimental investigation [J]. Journal of Constructional Steel Research, 2016, 123: 18-30.

[58]      Li, T.-J., Liu, S.-W., Li, G.-Q.*, Chan, S.-L., Wang, Y.-B. Behavior of Q690 high-strength steel columns: Part 2: Parametric study and design recommendations [J]. Journal of Constructional Steel Research, 2016, 122: 379-394.

[59]      Wang Y-B, Li G-Q*, Cui W, Chen S-W, Sun F-F. Experimental investigation and modeling of cyclic behavior of high strength steel, Journal of Constructional Steel Research [J]. 2015; 104: 37-48.

[60]      Li G-Q, Wang Y-B*, Chen S-W, The Art of Application of High-strength Steel Structures for Buildings in Seismic Zones, Advanced Steel Construction [J]. 2015; 11(4): 492-506.

[61]      Li T-J, Li G-Q*, Wang Y-B, Residual stress tests of welded Q690 high-strength steel box- and H-sections, Journal of Constructional Steel Research [J]. 2015; 115:283-289.

[62]      Wang Y-B, Li G-Q*, Cui W, Chen S-W. Seismic behavior of high strength steel welded beam-column members. Journal of Constructional Steel Research [J]. 2014; 102:245-55.

[63]      Wang Y-B, Li G-Q*, Chen S-W, Sun F-F. Experimental and numerical study on the behavior of axially compressed high strength steel box-columns. Engineering Structures [J]. 2014; 58:79-91.

[64]      Wang Yan-Bo, Li Guo-Qiang*, and Chen Su-Wen. The assessment of residual stresses in welded high strength steel box sections [J]. Journal of Constructional Steel Research, 2012, 76(0): 93-99.

[65]      Wang Yan-Bo, Li Guo-Qiang*, Chen Su-Wen and Sun Fei-Fei. Experimental and numerical study on the behaviour of axially compressed high strength steel columns with H-section [J]. Engineering Structures, 2012, 43(0): 149-159.

[66]      Wang Yan-Bo, Li Guo-Qiang*, and Chen Su-Wen. Residual stresses in welded flame-cut high strength steel H-sections [J]. Journal of Constructional Steel Research, 2012, 79(0): 159-165.

 

[1]         王彦博, 孙哲, 赵逍, 李国强. 考虑焊接热影响区软化的高强钢对接接头强度 [J]. 建筑结构学报, 2022, 43(05): 26-35.

[2]         王彦博, 宋辞, 赵星源, 李国强*. 高强圆钢管混凝土短柱轴压承载力试验研究 [J]. 建筑结构学报, 1-17.

[3]         郭宏超, 蔡欣悦, 李国强, 王彦博, 刘云贺. 湿热周浸环境下高强钢对接焊缝疲劳性能试验 [J]. 建筑材料学报, 1-13.

[4]         楼国彪, 费楚妮, 王彦博*, 陈林恒. 高强度耐火钢高温下力学性能试验研究 [J]. 建筑结构学报, 1-10.

[5]         毕成, 焦资伦, 刘小渝, 王彦博*, 刘波. 波形钢板受压弹性屈曲分析与波形优化 [J]. 建筑钢结构进展, 2021, 23(09): 32-41.

[6]         冉明明, 李国强, 孙飞飞, 王彦博. 考虑匹配比和软化效应的高强钢对接焊缝的设计建议 [J]. 建筑结构学报, 1-13.

[7]         郭宏超, 毛宽宏, 李国强, 王彦博, 刘云贺. Q690板式加强与锥型削弱组合节点抗震性能研究 [J]. 地震工程与工程振动, 2021, 41(05): 56-68.

[8]         齐军帅,杨书杰,陈琛,王彦博*.高强钢结构抗震性能分析及经济性评价[J].建筑结构,2021,51(07):73-77+21.

[9]         李国强,张文津*,王彦博,孙飞飞.双段消能摇摆结构体系的地震反应特性研究[J].振动与冲击,2021,40(05):92-101.

[10]      焦资伦,毕成,刘小渝,王彦博*,聂纯强.单侧受限波形钢板轴压弹性屈曲分析[J].建筑钢结构进展,2021,23(02):72-78.

[11]      李国强,马人乐,王伟,陈振明,何敏娟,侯兆新,王彦博,陈以一.钢结构高效螺栓连接关键技术研究进展[J].建筑钢结构进展,2020,22(06):1-20+28.

[12]      李国强,张文津,王彦博*,孙飞飞,金华建.消能摇摆高位隔震结构体系的地震反应特性[J].建筑结构学报,2020,41(08):79-87.

[13]      陈红磊,王彦博,陈琛,张文韬.某模块化钢结构大学生公寓结构设计[J].钢结构(中英文),2019,34(08):46-49+61.

[14]      王彦博,吕一凡,戴子权,齐军帅. 高层建筑模块化建造技术的应用现状与挑战[J]. 工业建筑,2019,49(S1),112-116.

[15]      吕一凡,李国强,王彦博*.超500MPa级高强钢承压型螺栓连接承载力试验研究[J].工程力学,2019,36(05):200-207+215.

[16]      王彦博,陈坤,李国强*.高强钢与普通钢混合连接抛丸表面抗滑移系数试验研究[J].土木工程学报,2018,51(12):21-27+89

[17]      王彦博,陈坤,李国强*.超500 MPa级高强钢抛丸及抛丸后生赤锈表面抗滑移系数试验研究[J].建筑结构学报,2018,39(07):162-168.

[18]      李国强*,李天际,王彦博.Q690钢焊接H形截面轴压柱整体稳定性能研究及设计方法[J].土木工程学报,2018,51(02):1-10+31.

[19]      李国强*,李天际,王彦博. Q690高强钢焊接箱形轴压构件整体稳定研究及设计建议[J]. 建筑结构学报,2017,38(10):1-9.

[20]      陈素文,陆志立,李国强,韦明,王彦博,陈星. Q690D高强钢焊接截面柱低周反复加载试验研究[J]. 建筑结构学报,2014,35(12):97-103.

[21]      王彦博, 李国强, 陈素文, 孙飞飞. Q460高强钢焊接H形柱轴心受压力学性能数值分析. 建筑钢结构进展, 2013, 15(05): 1-7.

[22]      王彦博, 李国强, 陈素文, 孙飞飞. Q460高强钢焊接H形柱轴心受压极限承载力参数分析. 建筑钢结构进展, 2013, 15(05): 8-13.

[23]      李国强, 王彦博, 陈素文, 崔嵬, 孙飞飞. Q460C高强度结构钢焊接H形和箱形截面柱低周反复加载试验研究. 建筑结构学报. 2013; 34(3): 21-27.

[24]      李国强, 王彦博, 陈素文, 崔嵬. Q460C高强度钢柱滞回性能有限元分析. 建筑结构学报. 2013; 34(3): 30-35.

[25]      孙飞飞, 谢黎明, 崔嵬, 李国强*, 陈素文, 王彦博. Q460高强钢单调与反复加载性能试验研究. 建筑结构学报. 2013; 34(1): 30-35.

[26]      李国强*, 王彦博, 陈素文, 孙飞飞. 高强度结构钢研究现状及其在抗震设防区应用问题. 建筑结构学报. 2013; 34(1): 1-13.

[27]      王彦博, 李国强*, 陈素文, 孙飞飞. Q460钢焊接H形柱轴心受压极限承载力试验研究. 土木工程学报. 2012; 45(6): 58-64.

[28]      王彦博*, 李国强, 陈素文, 孙飞飞. Q460高强钢焊接箱形柱轴心受压力学性能数值分析. 工业建筑. 2012; 42(1): 29-35.

[29]      李国强, 王彦博, 陈素文. 高强钢焊接箱形柱轴心受压极限承载力试验研究. 建筑结构学报. 2012, 33(3): 8-14.

[30]      李国强, 王彦博, 陈素文, 孙飞飞. Q460高强钢焊接箱形柱轴心受压极限承载力参数分析. 建筑结构学报. 2011, 32(11): 149-155.

 

Books /专著

 

[1]         Guo-Qiang Li, Yan-Bo Wang, Behavior and Design of High-Strength Constructional Steel, Duxford, United Kingdom: Elsevier, 2020

[2]         王彦博, 李国强, Q460高强钢焊接截面柱极限承载力试验与理论研究. 上海：同济大学出版社, 2017.

 

1. 带金属圆棒消能阻尼器的钢结构梁柱连接节点，中国，ZL202010718871.2，2021/6/8

2. 基于单个波谷形式的波形钢管混凝土异形柱，中国，ZL201921013746.0，2020/5/12

3. 一种可更换插板式消能柱脚构造，中国，ZL202010072594.2，2021/6/8

4. 装配式套管金属圆棒消能阻尼器，中国，ZL202010067741.7，2022/1/11

5. 带可更换金属圆棒消能阻尼器的钢结构柱脚，中国，ZL202010164537.7，2021/7/2

6. 一种可更换盖板式消能柱脚构造，中国，ZL202010066250.0，2021/6/8

7. 一种混凝土构件与钢支撑H型预埋连接节点 是，中国，ZL201210431774.0，20163/30

·        《高性能建筑钢结构应用技术规程》 T/CECS 599-2019，工程建设标准化协会，2019

·        《矩形钢管构件自锁式单向高强螺栓连接设计规程》T/CECS 605-2019，工程建设标准化协会，2019

·        《多高层钢结构住宅技术标准》DG/TJ 08-2029-2021，上海市工程建设规范，2021