技术规程： [1].甘肃省工程建设标准．钢管混凝土结构技术规程DB62/T25-3041-2009．兰州：甘肃省建设厅，甘肃省质量技术监督局，2009年4月发布，2009年6月1日起实施(第五编制人) [2].甘肃省地方标准．钢结构检测与鉴定技术规程DB62/T25-3126-2016．北京：中国建材工业出版社，2017。批准部门：甘肃省住房和城乡建设厅，甘肃省质量技术监督局；2016年12月29日发布，2017年5月1日起实施(主要参编人)
专利授权： [1].王文达，郑龙，史艳莉，王景玄，鲜威，魏国强．装配式圆钢管混凝土柱-H形钢梁一体式法兰外环板节点．专利号：ZL201721358209.0，实用新型，授权公告日：2018.04.27 [2].王文达，郑龙，史艳莉，王景玄，魏国强，高彦英，李鲜珺．装配式钢管混凝土柱-钢梁穿心法兰隔板节点．专利号：ZL201820503692.5，实用新型，授权公告日：2018.11.07
[3].王文达，郑龙，史艳莉，陈振福，范家浩，段力歆，陈旺，张丽丽．风力发电机外焊栓钉式基础环设施．专利号：ZL201921674364.2，实用新型，授权公告日：2020.06.30
[4].王文达，郑龙，史艳莉，范家浩，陈振福，纪孙航．一种钢格栅环式风电塔架基础环设施．专利号：ZL201921674411.3，实用新型，授权公告日：2020.06.30
[5].史艳莉，郑龙，王文达，高彦英，肖亚萌，范家浩，贾志路．一种可调节高度的自平衡式压扭试验装置．专利号：ZL202021367540.0，实用新型，授权公告日：2021.04.13
[6].郑龙，王文达，史艳莉．双螺纹钢柱头连接式钢骨楼承板-梁-柱系统及其使用方法．专利号：ZL202011166533.9，发明专利，授权公告日：2022.06.10
[7].王文达，袁玉杰，鲜威，史艳莉，郑龙，王凤．一种装配式X型耗能支撑装置．专利号：ZL202222481560.6，实用新型，授权公告日：2023.01.20
[8].袁玉杰，王文达，鲜威，史艳莉，郑龙，王凤．一种装配式自复位可控铰耗能连接组件及系统．专利号：ZL2022 2 2636700.2，实用新型，授权公告日：2023.05.12
[9].郑龙，史艳莉，王文达．一种风电塔筒焊缝检测装置及其使用方法．专利号：ZL202110624322.3，发明专利，授权公告日：2023.08.08
[10].王文达，郑龙，史艳莉，王景玄，魏国强，高彦英，李鲜珺．装配式钢管混凝土柱-钢梁穿心法兰隔板节点及施工方法．专利号：ZL201810318075.2，发明专利，授权公告日：2023.12.22
[11].郑龙，王文达，史艳莉，鲜威．一种防震相邻建筑间隙的防碰撞装置．专利号：ZL202110625625.7，发明专利，授权公告日：2024.01.30
[12].袁玉杰，王文达，鲜威，史艳莉，郑龙，王凤．一种装配式自复位可控铰耗能墙及其装配方法，专利号：ZL202211223990.6，发明专利，授权公告日：2024.02.13
[13].王文达，郑龙，史艳莉，范家浩，陈振福，纪孙航．一种钢格栅环式风电塔架基础环设施及施工方法．专利号：ZL201910952344.5，发明专利，授权公告日：2024.02.13
[14].郑龙，胡吉，王文达，史艳莉，李富奇，袁玉杰．一种吸能保温的复合波纹夹层管．专利号：ZL202323083313.1，实用新型专利，授权公告日：2024.10.25
教材： 王文达主编，史艳莉副主编．土木建筑CAD实用教程（21世纪全国本科院校土木建筑类创新型应用人才培养规划教材）．北京：北京大学出版社，2012年1月，ISBN 978-7-301-19884-1, 234pp
代表论文： [64].Shi Yan-Li, Chen Xing-Jie, Zheng Long, Wang Wen-Da*. Experimental and numerical investigations of hybrid GFRP-concrete-steel double-skin tubular columns under axial and eccentric compression. Thin-Walled Structures, 2025, 217: 113858, DOI:10.1016/j.tws.2025.113858
[63].Xian Wei, Wang Zhi-Meng, Chen Wensu, Shi Yan-Li, Wang Wen-Da*. Experimental and analytical investigations of prefabricated RC beam to CFST column joints subjected to beam-end impact loads. Engineering Structures, 2025, 343: 121196, DOI:10.1016/j.engstruct.2025.121196
[62].Yuan Yu-Jie, An Ai-Hong, Wang Wen-Da*, Shi Yan-Li. Precise control mechanism for replaceable connection damage location based on component strength coordination. Journal of Constructional Steel Research, 2026, 235: 109876, DOI:10.1016/j.jcsr.2025.109876
[61].Gao Fang-Fang, Duan Sheng-Yao, Wang Wen-Da*, Shi Yan-Li. Mechanical properties and microscopic mechanism of concrete incorporation of recycled GFRP fiber with different sizes recovered from ex-service wind turbine blades. Construction and Building Materials, 2025, 491: 142833, DOI:10.1016/j.conbuildmat.2025.142833
[60].An Ai-Hong, Wang Wen-Da*, Yuan Yu-Jie, Shi Yan-Li. Seismic performance of precast concrete frame with replaceable bio-inspired hinge connections. Journal of Constructional Steel Research, 2025, 235: 109786, DOI:10.1016/j.jcsr.2025.109786
[59].Fan Jia-Hao, Wang Wen-Da*, Shi Yan-Li*, Zheng Long. Fatigue behaviour of CFDST members subjected to bending. Structures, 2025, 79: 109573, DOI:10.1016/j.istruc.2025.109573
[58].Duan Li-Xin, Wang Wen-Da*, Shi Yan-Li, Zheng Long. Seismic vibration control of CFDST composite wind turbine towers with TLCDs. Renewable Energy, 2025, 254: 123789, DOI:10.1016//j.renene.123789
[57].Wang Wen-Da*, Zhao Ying, Shi Yan-Li, Gao Fang-Fang. Inhibition mechanism of C-S-H high temperature degradation by MWCNTs-PVA cross scale synergy. Journal of Building Engineering, 2025, 111: 113080, DOI:10.1016/j.jobe.2025.113080
[56].Duan Li-Xin, Wang Wen-Da*, Shi Yan-Li, Zheng Long. Shaking table test and finite element analysis of composite wind turbine tower system with tapered large void ratio CFDST member. Thin-Walled Structures, 2025, 215: 113474, DOI:10.1016/j.tws.2025.113474
[55].王文达*，安爱红，袁玉杰，史艳莉．可更换H型钢梁柱仿生铰节点抗震及修复性能试验研究．建筑结构学报，2025，46(6): 47-59，DOI:10.14006/j.jzjgxb.2024.0325
[54].Zheng Long, Zhang Yu-Chen, Shi Yan-Li*, Wang Wen-Da, Yu Yin-Quan. Tensile performance and multi-objective optimization of novel kinked connected components (KCCs). Structures, 2025, 76: 108818, DOI:10.1016/j.istruc.2025.108818
[53].Shi Yan-Li, Zheng Long, Xian Wei, Wang Wen-Da*, Huang Wen-Hao. Shear performance of circular and rectangular concrete-filled double-skin steel tubes (CFDSTs). Journal of Constructional Steel Research, 2025, 229: 109542, DOI:10.1016/j.jcsr.2025.109542
[52].Ji Sun-Hang, Wang Wen-Da*, Shi Yan-Li, Wang Jing-Xuan. Numerical analysis on fire behaviour of concrete-filled steel tubular columns after lateral impact. Engineering Structures, 2025, 327: 119632, DOI:10.1016/j.engstruct.2025.119632
[51].Pan Yu-Lin, Shi Yan-Li*, Wang Wen-Da, Zheng Long. Axial compression behaviour of fire-damaged CFDST stub columns strengthened with CFRP. Thin-Walled Structures, 2025, 209: 112875, DOI:10.1016/j.tws.2024.112875
[50].Gao Fang-Fang, Zhao Ying, Wang Wen-Da*, Shi Yan-Li. Study on microstructure evolution mechanism of concrete containing carbon nanotubes subjected to different heating-cooling regimes: Experiments and molecular dynamics simulation. Construction and Building Materials, 2025, 458: 139625, DOI:10.1016/j.conbuildmat.2024.139625
[49].Ji Sun-Hang, Wang Wen-Da*, Shi Yan-Li, Zheng Long. Residual compressive behaviour and CFRP strengthening of SRCFST columns after combined damage of fire and lateral impact. Thin-Walled Structures, 2025, 207: 112756, DOI:10.1016/j.tws.2024.112756
[48].Gao Fang-Fang, Duan Sheng-Yao, Wang Wen-Da*, Shi Yan-Li. Mechanism of MWCNT on the performance of concrete from the perspective of thermal stability. Construction and Building Materials, 2024, 455: 139120, DOI:10.1016/j.conbuildmat.2024.139120
[47].Yuan Yu-Jie, Qi Shuai, Shi Yan-Li, Wang Wen-Da*. Research on the seismic performance of precast concrete columns with replaceable bionic hinge connections. Structures, 2024, 70: 107772, DOI:10.1016/j.istruc.2024.107772
[46].Wang Bo, Shi Yan-Li, Zheng Long, Wang Wen-Da*. Axial compressive behavior of hybrid CFRP-concrete-steel double-skin tubular columns. Journal of Constructional Steel Research, 2024, 223: 109056, DOI:10.1016/j.jcsr.2024.109056
[45].Wang Wen-Da*, Ma Wei, Ji Sun-Hang, Shi Yan-Li. Investigation on post-fire bond behavior between section steel and concrete in SRCFST columns. Structures, 2024, 69: 107384, DOI:10.1016/j.istruc.2024.107384
[44].Yuan Yu-Jie, An Ai-Hong, Wang Wen-Da*, Shi Yan-Li, He Zhen-Hua. Experimental research on the seismic and repair performance of steel beam-column joint with replaceable bionic hinge. Journal of Constructional Steel Research, 2024, 223: 109032, DOI: 10.1016/j.jcsr.2024.109032
[43].Fan Jia-Hao, Wang Wen-Da*, Shi Yan-Li, Zheng Long. Low-cycle fatigue behaviour of concrete-filled double skin steel tubular (CFDST) members for wind turbine towers. Thin-Walled Structures, 2024, 205: 112384, DOI:10.1016/j.tws.2024.112384
[42].Shi Yan-Li, Ren Jia-Xing, Fan Jia-Hao, Wang Wen-Da, Wang Hai-Cui*. Bonding-slip behaviour of Steel-concrete interfaces in CFDST members with PBL ribs. Engineering Structures, 2024, 314: 118384, DOI: 10.1016/j.engstruct.2024.118384
[41].Duan Li-Xin, Wang Wen-Da*, Zheng Long, Shi Yan-Li. Dynamic response analysis of monopile CFDST wind turbine tower system under wind-wave-seismic coupling action. Thin-Walled Structures, 2024, 202: 112089, DOI:10.1016/j.tws.2024.112089
[40].Zheng Long, Li Fu-Qi, Wang Wen-Da*, Shi Yan-Li. Bionic corrugated sandwich cylindrical tubes subjected to transverse impact. Structures, 2024, 64: 106599, DOI: 10.1016/j.istruc.2024.106599
[39].Wu Xiao-Ming, Shi Yan-Li*, Zheng Long, Wang Wen-Da. Performance of rectangular SRCFST stub columns under long-term loading and preload on steel tube. Structures, 2024, 61: 106110, DOI: 10.1016/j.istruc.2024.106110
[38].纪孙航，王文达*，赵晖，王蕊，史艳莉．受火后内配型钢方钢管混凝土构件抗侧向撞击性能试验研究．建筑结构学报，2024，45(3): 148-159, DOI:10.14006/j.jzjgxb.2022.0897
[37].王文达*，陈亚明，纪孙航，史艳莉．双钢管混凝土压弯构件滞回性能试验与分析．建筑结构学报，2024，45(1): 128-138, DOI: 10.14006/j.jzjgxb.2022.0733
[36].Hong Zhen-Tao, Wang Wen-Da*, Zheng Long, Shi Yan-Li. Machine learning models for predicting axial compressive capacity of circular CFDST columns. Structures, 2023, 57: 105285, DOI:10.1016/j.istruc.2023.105285
[35].Jia Zhi-Lu, Shi Yan-Li, Wang Wen-Da*, Zheng Long. Numerical studies on creep behaviour of SRCFST columns with initial stress of steel tube. Journal of Constructional Steel Research, 2023, 211: 108214, DOI: 10.1016/j.jcsr.2023.108214
[34].Ji Sun-Hang, Wang Wen-Da*, Chen Wensu, Shi Yan-Li*, Xian Wei. Lateral impact behaviour of post-fire steel-reinforced concrete-filled steel tubular members: Experiment and evaluation method. Engineering Structures, 2023, 293: 116612, DOI: 10.1016/j.engstruct.2023.116612
[33].Ji Sun-Hang, Wang Wen-Da*, Chen Wensu, Xian Wei, Wang Rui, Shi Yan-Li*. Experimental and numerical investigation on the lateral impact responses of CFST members after exposure to fire. Thin-Walled Structures, 2023, 190: 110968, DOI: 10.1016/j.tws.2023.110968
[32].史艳莉，李校孝，王文达*，纪孙航．双钢管混凝土轴压短柱受力性能研究．建筑结构学报，2023，44(7): 129-141, DOI: 10.14006/j.jzjgxb.2022.0057
[31].Wang Wen-Da*, Jia Zhi-Lu, Xian Wei, Shi Yan-Li*. Performance of SRCFST member under long-term loading and preload on steel tube. Journal of Building Engineering, 2023, 72: 106700, DOI: 10.1016/j.jobe.2023.106700
[30].Ji Sun-Hang, Wang Wen-Da*, Xian Wei, Shi Yan-Li*. Cyclic and monotonic behaviour of steel-reinforced concrete-filled steel tubular columns. Thin-Walled Structures, 2023, 185: 110644, DOI: 10.1016/j.tws.2023.110644
[29].Wang Wen-Da*, Ji Sun-Hang, Shi Yan-Li. Experimental and numerical investigations on concrete-filled double-tubular slender columns under axial and eccentric loading. Journal of Constructional Steel Research, 2023, 201: 107714, DOI: 10.1016/j.jcsr.2022.107714
[28].Jia Zhi-Lu, Wang Wen-Da*, Shi Yan-Li, Xian Wei. Performance of steel-reinforced concrete-filled square steel tubular members under sustained axial compression loading. Engineering Structures, 2022, 264: 114464, DOI: 10.1016/j.engstruct.2022.114464
[27].Fan Jia-Hao, Wang Wen-Da*, Shi Yan-Li, Ji Sun-Hang. Torsional behaviour of tapered CFDST members with large void ratio. Journal of Building Engineering, 2022, 52: 104434, DOI: 10.1016/j.jobe.2022.104434
[26].贾志路，史艳莉，王文达*，鲜威．钢管初应力对内配型钢的圆钢管混凝土柱受压性能影响．建筑结构学报，2022，43(6): 63-74, DOI: 10.14006/j.jzjgxb.2020.0796
[25].Shi Yan-Li, Ji Sun-Hang, Wang Wen-Da*, Xian Wei, Fan Jia-Hao. Axial compressive behaviour of tapered CFDST stub columns with large void ratio. Journal of Constructional Steel Research, 2022, 191: 107206, DOI: 10.1016/j.jcsr.2022.107206
[24].Duan Li-Xin, Wang Wen-Da*, Xian Wei, Shi Yan-Li. Shear response of circular-in-square CFDST members: Experimental investigation and finite element analysis. Journal of Constructional Steel Research, 2022, 190: 107160, DOI: 10.1016/j.jcsr.2022.107160
[23].Jia Zhi-Lu, Shi Yan-Li, Wang Wen-Da*, Xian Wei. Compression-bending behaviour of steel-reinforced concrete-filled circular steel tubular columns with preload. Structures, 2022, 36: 892-911, DOI: 10.1016/j.istruc.2021.12.056
[22].史艳莉，纪孙航，王文达*，张宸，范家浩．大空心率圆锥形中空夹层钢管混凝土压弯构件滞回性能研究．土木工程学报，2022，55(1): 75-88, DOI: 10.15951/j.tmgcxb.2022.01.003
[21].Jia Zhi-Lu, Shi Yan-Li, Xian Wei, Wang Wen-Da*. Torsional behaviour of concrete-filled circular steel tubular members under coupled compression and torsion. Structures. 2021, 34: 931-946, DOI: 10.1016/j.istruc.2021.08.026
[20].Wang Wen-Da*, Fan Jia-Hao, Shi Yan-Li, Xian Wei. Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending. Journal of Constructional Steel Research, 2021, 182: 106689, DOI: 10.1016/j.jcsr.2021.106689
[19].史艳莉，张超峰，鲜威，王文达*．圆锥形中空夹层钢管混凝土偏压构件受力性能研究．建筑结构学报，2021，42(5): 155-164+176, DOI: 10.14006/j.jzjgxb.2019.0023
[18].纪孙航，史艳莉，王文达*．火灾作用后钢管混凝土构件侧向撞击性能研究．振动与冲击，2021，40(4): 179-187，DOI: 10.13465/j.cnki.jvs.2021.04.025
[17].王文达*，纪孙航，史艳莉，张宸．内配型钢方钢管混凝土构件压弯剪性能研究．土木工程学报，2021，54(1): 76-87
[16].Shi Yan-Li, Jia Zhi-Lu, Wang Wen-Da*, Xian Wei, Tan EeLoon. Experimental and numerical study on torsional behaviour of steel-reinforced concrete-filled square steel tubular members. Structures, 2021, 32: 713-730, DOI: 10.1016/j.istruc.2021.03.045
[15].Wang Wen-Da*, Ji Sun-Hang, Xian Wei, Shi Yan-Li. Experimental and numerical investigations of steel-reinforced concrete-filled steel tubular members under compression-bending-shear loads. Journal of Constructional Steel Research, 2021, 181: 106609, DOI: 10.1016/j.jcsr.2021.106609
[14].Wang Wen-Da*, Xian Wei, Hou Chao, Shi Yan-Li. Experimental investigation and FE modelling of the flexural performance of square and rectangular SRCFST members. Structures, 2020, 27: 2411-2425, DOI: 10.1016/j.istruc.2020.08.050
[13].Wang Wen-Da*, Jia Zhi-Lu, Shi Yan-Li, Tan EeLoon. Performance of steel-reinforced circular concrete-filled steel tubular members under combined compression and torsion. Journal of Constructional Steel Research, 2020, 173: 106271, DOI: 10.1016/j.jcsr.2020.106271
[12].Shi Yan-Li, Xian Wei, Wang Wen-Da*, Li Hua-Wei. Mechanical behaviour of circular steel-reinforced concrete-filled steel tubular members under pure bending loads. Structures, 2020, 25: 8-23, DOI: 10.1016/j.istruc.2020.02.017
[11].史艳莉，纪孙航，王文达*，郑龙．高温作用下钢管混凝土构件侧向撞击性能研究．爆炸与冲击，2020，40(4): 043303(1-13)
[10].Shi Yan-Li, Xian Wei, Wang Wen-Da*, Li Hua-Wei. Experimental performance of circular concrete-filled steel tubular members with inner profiled steel under lateral shear load. Engineering Structures, 2019, 201: 109746, DOI: 10.1016/j.engstruct.2019.109746
[9].史艳莉，鲜威，王蕊，王文达*．方套圆中空夹层钢管混凝土组合构件横向撞击试验研究．土木工程学报，2019，52(12): 11-21
[8].Shi Yan-Li, Zheng Long, Wang Wen-Da*. The influence of key component characteristic on the resistance to progressive collapse of composite joint with the concrete-filled steel tubular column and steel beam with through bolt-extended endplate. Frontiers in Materials, 2019, 6: 64(1-12).DOI: 10.3389/fmats.2019.00064
[7].史艳莉，何佳星，王文达*，鲜威，王蕊．内配圆钢管的圆钢管混凝土构件耐撞性能分析．振动与冲击，2019，38(9): 123-132
[6].史艳莉*，周绪红，鲜威，王文达．无端板矩形钢管混凝土构件基本剪切性能研究．工程力学，2018，35(12): 25-33
[5].Shi Yan-Li*, Li Hua-Wei, Wang Wen-Da, Hou Chao. A fiber model based on secondary development of ABAQUS for elastic-plastic analysis. International Journal of Steel Structures, 2018, 18(5): 1560-1576
[4].史艳莉，石晓飞，王文达*，王景玄，李华伟．圆钢管混凝土柱-H钢梁内隔板式节点抗连续倒塌机理研究．振动与冲击，2016，35(19):148-155
[3].王凤，王文达*，史艳莉．钢管混凝土框架柱计算长度研究．工程力学，2015，32(1): 168-175
[2].王文达*，史艳莉，文天鹏．钢框架平端板连接组合节点弯矩-转角关系．振动与冲击，2013，32(10):43-49+68
[1].史艳莉，王文达，靳垚．考虑墙体作用的低层冷弯薄壁型钢轻型房屋住宅体系弹塑性动力分析．工程力学，2012，29(12): 186-195 |
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