专著: [1].韩林海,陶忠,王文达.现代组合结构和混合结构—试验、理论和方法.北京:科学出版社,2009年3月,ISBN 978-7-03024175-7,625p(80万字) [2].韩林海,李威,王文达,陶忠.现代组合结构和混合结构—试验、理论和方法(第二版).北京:科学出版社,2017年10月,ISBN 978-7-054768-2,1039p(154万字)
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(编制负责人) [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:甘肃省住房与城乡建设厅,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) [3].中国工程建设协会标准.矩形钢管混凝土节点技术规程T/CECS 506-2018.北京:中国计划出版社,2019 (主要参编人) [4].中国工程建设标准化协会标准.钢管混凝土加劲混合结构技术规程T/CECS663-2020.北京:中国建筑工业出版社,2020 (主要参编人) [5].中国工程建设标准化协会标准.矩形钢管混凝土组合异形柱结构技术规程T/CECS 825-2021.北京:中国建筑工业出版社,2021(主要参编人) [6].中国工程建设标准化协会标准.建筑结构抗倒塌设计标准T/CECS392-2021(修编).北京:中国计划出版社,2022 (主要参编人) [7].甘肃省地方标准.建筑钢结构防火技术标准 DB62/T 3237-2023.北京:中国建材工业出版社,2023(主要编制人)
软件著作权登记: [1].王文达,李华伟,杨全全,宋子龙.基于ABAQUS平台的钢与混凝土结构纤维模型软件.软件著作权登记号:2014SR005330. [2].王文达,李华伟,王景玄,包延红,张海龙,王明涛.钢与混凝土材料应力应变关系计算软件.软件著作权登记号:2014SR031087.
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:ZL20181031807.5,发明专利,授权公告日:2023.12.22 [11].秦简,王文达,王章丽,刘吉林,武开通,孙文,王蓉.一种可拆卸装配式市政道路混凝土分隔装置.专利号:ZL202221685275.X,实用新型,授权公告日:2023.05.30 [12].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 [13].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 [14].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 教材:
[1].薛建阳,王静峰主编,李威,王文达副主编.组合结构设计原理(“十三五”国家重点出版物出版规划项目).北京:机械工业出版社,2020年1月,ISBN 978-7-111-64020-2, 235pp [2].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 [3].朱彦鹏主编,王文达等参编.钢筋混凝土结构课程设计指南(土木工程专业课程设计指南系列丛书).北京:中国建筑工业出版社,2010年6月, ISBN 978-7-112-12076-5, 193pp [4].刘坚主编,周东华,王文达副主编.钢与混凝土组合结构设计原理.北京:科学出版社,2005年9月, ISBN 978-7-03-015742-3, 374pp [5].朱彦鹏主编,王文达,王龙,周勇,等参编.混凝土结构设计原理学习指导.重庆:重庆大学出版社,2004年12月,ISBN 7-5624-2862-X, 165pp [6].刘清主编,阿肯江副主编,王文达参编.组合结构设计原理.重庆:重庆大学出版社,2002年7月,ISBN 7-5624-2389-X, 171pp [7].朱彦鹏,王文达,王龙.钢筋混凝土与砖石结构学习指导.兰州:甘肃科技出版社,2000年12月,ISBN 7-5424-0741-4, 301pp
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[107].高芳芳,王文达*,段胜耀.高温水冷后多壁碳纳米管混凝土动态力学性能和冲击破碎分形特征.工程力学,2023,(网络首发)https://kns.cnki.net/kcms2/detail/11.2595.O3.20230717.1947.010.html [106].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 [105].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 [104].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 [103].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
[102].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 [101].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 [100].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
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Anti-collapse mechanism and reinforcement methods of composite frame with CFST columns and infill walls. Journal of Constructional Steel Research, 2023, 208: 108022, DOI:10.1016/j.jcsr.2023.108022 [85].Wang Wen-Da*, Zheng Long*, Xian Wei. Simplified multi-scale simulation investigation of 3D composite floor substructures under different column-removal scenarios. Journal of Constructional Steel Research, 2023, 208: 108002, DOI:10.1016/j.jcsr.2023.108002 [84].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 [83].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 [82].Mao Wen-Jing, Zhou Kan, Wang Wen-Da*. 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Experimental study on seismic behaviour of the outrigger truss-core wall spatial joints with peripheral CFST columns. Structures, 2022, 41: 1014-1026, DOI: 10.1016/j.istruc.2022.05.066 [69].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 [68].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 [67].Zheng Long, Wang Wen-Da*, Xian Wei. Experimental and numerical investigation on the anti-progressive collapse performance of fabricated connection with CFST column and composite beam. Engineering Structures, 2022, 256: 114061, DOI: 10.1016/j.engstruct.2022.114061 [66].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. 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