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(主要参编人)
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,申请日期:2020.07.13;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,申请日期:2022.09.20;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,申请日期:2022.10.09;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,申请日期:2021.06.04;申请公告日:2021.08.24,授权公告日:2023.08.08
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
代表论文: [1].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,(通讯作者,网络首发) https://kns.cnki.net/kcms2/detail/11.2595.O3.20230717.1947.010.html [2].纪孙航,王文达*,赵晖,王蕊,史艳莉.火灾后内配型钢方钢管混凝土构件侧向撞击性能试验研究.建筑结构学报,2023(通讯作者,网络首发) DOI: 10.14006/j.jzjgxb.2022.0897 [3].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(通讯作者,EI收录) [4].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 (通讯作者,SCI /EI收录) [5].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 (通讯作者,SCI /EI收录) [6].Zheng Long, Li Fu-Qi, Wang Wen-Da*. A honeycomb panel-based protective device for steel parking structure against transverse impact. Journal of Constructional Steel Research, 2023, 211: 108203, DOI: 10.1016/j.jcsr.2023.108203(通讯作者,SCI/EI收录) [7].李振林,林思奇*,赵衍刚,王文达.局部腐蚀钢管混凝土短柱轴压性能试验研究.工程力学,2023,40(8): 170-180, DOI: 10.6052/j.issn.1000-4750.2021.12.1003(EI收录) [8].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(通讯作者,SCI/EI收录) [9].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 (通讯作者,SCI/EI收录) [10].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(通讯作者,EI收录) [11].Wang Jing-Xuan, Sun Yan-Hao, Gao Shan, Wang Wen-Da*. 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(通讯作者,SCI/EI收录) [12].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(通讯作者,SCI/EI收录) [13].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 (通讯作者,SCI/EI收录) [14].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 (通讯作者,SCI/EI收录) [15].Mao Wen-Jing, Zhou Kan, Wang Wen-Da*. Investigation on fire resistance of steel-reinforced concrete-filled steel tubular columns subjected to non-uniform fire. Engineering Structures, 2023, 280: 115653, DOI: 10.1016/j.engstruct.2023.115653(通讯作者,SCI/EI收录) [16].Gao Fang-Fang, Tian Wei, Wang Wen-Da*. Residual impact resistance behavior of concrete containing carbon nanotubes after exposure to high temperatures. Construction and Building Materials, 2023, 366: 130183, DOI: 10.1016/ j.conbuildmat.2022.130183 (通讯作者,SCI/EI收录) [17].Wang Jing-Xuan, Sun Yan-Hao, Gao Shan, Wang Wen-Da*. Anti-collapse performance of concrete-filled steel tubular composite frame with RC shear walls under middle column removal. Journal of Building Engineering, 2023, 64: 105611, DOI: 10.1016/j.jobe.2022.105611 (通讯作者,SCI/EI收录) [18].Yuan Yu-Jie, Wang Wen-Da*, Huang Hua. Deformation mechanism analysis of steel artificial controllable plastic hinge in prefabricate frame. Journal of Constructional Steel Research, 2023, 201: 107735, DOI: 10.1016/j.jcsr.2022.107735 (通讯作者,SCI/EI收录) [19].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(通讯作者,SCI收录/EI收录) [19].魏国强,王文达*,毛文婧.震损后方钢管混凝土柱耐火性能试验研究.建筑结构学报,2022,43(12): 123-134(通讯作者,EI收录) [20].Mao Wen-Jing, Wang Wen-Da*, Zhou Kan. Fire performance on steel-reinforced concrete-filled steel tubular columns with fire protection. Journal of Constructional Steel Research, 2022, 199: 107580, DOI: 10.1016/j.jcsr.2022.107580(通讯作者,SCI /EI收录) [21].Wang Wen-Da*, Zheng Long, Xian Wei. Performance of the CFST column to composite beam connection under static and impact loads. Journal of Constructional Steel Research, 2022, 198: 107567, DOI: 10.1016/j.jcsr.2022.107567(通讯作者,SCI/EI收录) [22].Ji Sun-Hang, Wang Wen-Da*, Xian Wei. Impact and post-impact behaviours of steel-reinforced concrete-filled steel tubular columns after exposure to fire. Structures, 2022, 44: 680-697, DOI: 10.1016/j.istruc.2022.08.030(通讯作者,SCI) [23].Wang Jing-Xuan, Shen Ya-Jun, Gao Shan*, Wang Wen-Da. Anti-collapse performance of concrete-filled steel tubular composite frame with assembled tensile steel brace under middle column removal. Engineering Structures, 2022, 266: 114635(1-16), DOI: 10.1016/j.engstruct.2022.114635(SCI/EI收录) [24].Ji Sun-Hang, Wang Wen-Da*, Xian Wei. Lateral impact behaviour of square CFST columns under fire condition. Journal of Constructional Steel Research, 2022, 196: 107367(1-16), DOI: 10.1016/j.jcsr.2022.107367 (通讯作者,SCI /EI收录) [25].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(1-17), DOI: 10.1016/j.engstruct.2022.114464(通讯作者,SCI/EI收录) [26].Rui Jia, Xian Wei, Wang Wen-Da*, Zhu Yan-Peng, Wang Jing-Xuan. 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(通讯作者,SCI收录) [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(通讯作者,SCI/EI收录) [28].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(通讯作者,EI收录) [29].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(1-14), DOI: 10.1016/j.engstruct.2022.114061(通讯作者,SCI/EI收录) [30].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(1-14), DOI: 10.1016/j.jcsr.2022.107206(通讯作者,SCI/EI收录) [31].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(1-21), DOI: 10.1016/j.jcsr.2022.107160(通讯作者,SCI/EI收录) [32].Zheng Long, Wang Wen-Da*. Multi-scale numerical simulation analysis of CFST column-composite beam frame under a column-loss scenario. Journal of Constructional Steel Research, 2022, 190: 107151(1-24), DOI: 10.1016/j.jcsr.2022.107151(通讯作者,SCI/EI收录) [33].Zheng Long, Wang Wen-Da*, Li Hua-Wei. Progressive collapse resistance of composite frame with concrete-filled steel tubular column under a penultimate column removal scenario. Journal of Constructional Steel Research, 2022, 189: 107085(1-25), DOI: 10.1016/j.jcsr.2022.107085(通讯作者,SCI/EI收录) [34].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 (通讯作者,SCI收录) [35].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(通讯作者,EI收录) [36].王文达*,陈振幅,纪孙航.长期持荷工况下钢管混凝土构件的抗撞击性能研究.爆炸与冲击,2021,41(8): 083106(1-13), DOI: 10.11883/bzycj-2020-0204(通讯作者,EI收录) [37].纪孙航,王文达*,鲜威.CFRP加固火灾作用后圆钢管混凝土构件的侧向撞击性能研究.工程力学,2021,38(8): 178-191, DOI: 10.6052/j.issn.1000-4750.2020.08.0586(通讯作者,EI收录) [38].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(通讯作者,SCI收录) [39].Mao Wen-Jing, Wang Wen-Da*, Zhou Kan, Du Er-Feng. Experimental study on steel-reinforced concrete-filled steel tubular columns under the fire. Journal of Constructional Steel Research, 2021, 185: 106867(1-20), DOI: 10.1016/j.jcsr.2021.106867 (通讯作者,SCI/EI收录) [40].Duan Shaozhen*, Wei Xinrong, Jin Wei, Wang Wen-Da. Trajectory analysis of the rockfall based on the effect of rotating angular velocity. Geotechnical and Geological Engineering, 2020.11.18 DOI: 10.1007/s10706-021-01863-3(EI收录) [41].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(1-18), DOI: 10.1016/j.jcsr.2021.106689(通讯作者,SCI/EI收录) [42].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(通讯作者,EI收录) [43].王文达*,陈润亭.方钢管混凝土柱-外环板式组合梁节点在地震损伤后的耐火性能分析.工程力学,2021,38(3): 73-85,DOI: 10.6052/j.issn.1000-4750.2020.05.0259(通讯作者,EI收录) [44].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(通讯作者,EI收录) [45].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(通讯作者,EI收录) [46].Tao Zhong*, Katwal Utsab, Uy Brian, Wang Wen-Da. Simplified nonlinear simulation of rectangular concrete-filled steel tubular columns. ASCE Journal of Structural Engineering, 2021, 147(6): 04021061(1-16), DOI: 10.1061/(ASCE)ST.1943-541X.0003021(SCI/EI收录) [47].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(通讯作者,SCI收录) [48].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 (1-20), DOI: 10.1016/j.jcsr.2021.106609 (SCI/EI收录) [49].Xian Wei, Chen Wensu, Hao Hong, Wang Wen-Da*. Experimental and numerical studies on square steel-reinforced concrete-filled steel tubular (SRCFST) members subjected to lateral impact. Thin-Walled Structures, 2021, 160: 107409 (1-18), DOI: 10.1016/j.tws.2020.107409(通讯作者,SCI /EI收录) [50].Xian Wei, Chen Wensu, Hao Hong, Wang Wen-Da*, Wang Rui. Investigation on the lateral impact responses of circular concrete-filled double-tube(CFDT) members. Composite Structures, 2021, 255: 112993(1-20), DOI: 10.1016/j.compstruct.2020.112993(通讯作者,SCI/EI收录) [51].Mao Wen-Jing, Wang Wen-Da*, Xian Wei. Numerical analysis on fire performance of steel-reinforced concrete-filled steel tubular columns with square cross-section. Structures, 2020, 28: 1-16, DOI: 10.1016/j.istruc.2020.08.043(通讯作者,SCI收录) [52].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(通讯作者,SCI收录) [53].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(1-16), DOI: 10.1016/j.jcsr.2020.106271(通讯作者,SCI/EI收录) [54].Wang Wen-Da*, Zheng Long, Li Hua-Wei. Experimental investigation of composite joints with concrete-filled steel tubular column under column removal scenario. Engineering Structures, 2020, 219: 110956(1-19), DOI: 10.1016/j.engstruct.2020.110956(通讯作者,SCI/EI收录) [55].Xian Wei, Wang Wen-Da*, Wang Rui, Chen Wensu, Hao Hong. Dynamic response of steel-reinforced concrete-filled circular steel tubular members under lateral impact loads. Thin-Walled Structures, 2020, 151: 106736(1-17), DOI: 10.1016/j.tws.2020.106736(通讯作者,SCI/EI收录) [56].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(通讯作者,SCI收录) [57].魏新容,段绍臻*,孙金龙,王文达.基于碰撞模型的斜坡滚石颗粒速度预测.力学学报,2020,52(3): 707-715(EI收录) [58].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) (通讯作者,EI收录) [59].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(1-17). DOI: 10.1016/j.engstruct.2019.109746(通讯作者,SCI/EI收录) [60].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(通讯作者,EI收录) [61].郑龙,王文达*,李华伟,李天昊.钢管混凝土柱-钢梁穿心螺栓外伸端板式节点抗连续倒塌性能研究.建筑结构学报,2019,40(11): 140-149(通讯作者,EI收录) [62].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(通讯作者,SCI/EI收录) [63].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 (通讯作者,EI收录) [64].王文达*,郑龙,魏国强.穿心构造的钢管混凝土柱-钢梁节点抗连续性倒塌性能分析与评估.工程科学与技术,2018,50(6): 39-47(EI收录) [65].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(EI收录) [66].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(SCI/EI收录) [67].王景玄,王文达*,李华伟.钢管混凝土平面框架子结构抗连续倒塌精细有限元分析.工程力学,2018,35(6): 105-114(通讯作者,EI收录) [68].Xu Lei*, Wang Ming-Tao, Bao Yan-Hong, Wang Wen-Da. Numerical analysis on structural behaviors of concrete filled steel tube reinforced concrete (CFSTRC) columns subjected to 3-side fire. International Journal of Steel Structures, 2017, 17(4): 1515-1528 (SCI/EI收录) [69].Bao Yan-Hong, Xu Lei*, Wang Wen-Da, Sun Jian-Gang. Numerical analysis on mechanical property of concrete filled steel tube reinforced concrete (CFSTRC) columns subjected to ISO-834 standard fire. International Journal of Steel Structures, 2017, 17(4): 1561-1581(SCI/EI收录) [70].Katwal Utsab, Tao Zhong*, Hassan Md Kamrul, Wang Wen-Da. Simplified numerical modeling of axially loaded circular concrete-filled steel stub columns. ASCE Journal of Structural Engineering, 2017, 143(12): 04017169(1-12) (SCI/EI收录) [71].王景玄,王文达*,李华伟.采用静-动力转换方法的钢管混凝土框架受火倒塌非线性分析.工程科学与技术,2017,49(4): 53-60(通讯作者,EI收录) [72].Wang Wen-Da*, Li Hua-Wei, Wang Jing-Xuan. Progressive collapse analysis of concrete-filled steel tubular column to steel beam connections using multi-scale model. Structures, 2017, 9: 123-133(通讯作者,SCI收录) [73].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(通讯作者,EI收录) [74].王文达*,魏国强.基于纤维模型的型钢混凝土组合剪力墙滞回性能分析.振动与冲击,2015,35(6):30-35(通讯作者,EI收录) [75].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(通讯作者,EI收录) [76].王文达*,王景玄,周小燕.基于纤维模型的钢管混凝土组合框架连续倒塌非线性动力分析.工程力学,2014,31(9): 142-151(EI收录) [77].王文达*,杨全全,李华伟.基于分层壳单元与纤维梁单元组合剪力墙滞回性能分析.振动与冲击,2014, 33(16):142-149(EI收录) [78].王景玄,王文达*.考虑火灾全过程的钢管混凝土柱-组合梁平面框架受力性能分析.振动与冲击,2014, 33(11): 124-129+135(通讯作者,EI收录) [79].王景玄,王文达*.不同火灾工况下钢梁-钢管混凝土柱平面框架受火全过程分析.建筑结构学报,2014,35(3): 102-109(通讯作者,EI收录) [80].王文达*,魏国强,李华伟.钢管混凝土框架-RC剪力墙混合结构滞回性能分析.振动与冲击,2013, 32(15): 45-50(EI收录) [81].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 (EI收录) [82].王文达,于清.混凝土浇筑过程中方钢管柱的力学性能.清华大学学报(自然科学版),2013,53(1):6-11(EI收录) [83].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(通讯作者,EI收录) [84].王文达,秦庚,张鹏鹏.钢管混凝土柱-钢梁外环板节点抗弯承载力计算方法.土木建筑与环境工程,2011,33(4): 29-34(EI收录) [85].Han Lin-Hai, Wang Wen-Da, Tao Zhong. Performance of circular CFST column-to-steel beam frames under lateral cyclic loading. Journal of Constructional Steel Research, 2011, 67(5): 876-890 (SCI/EI收录) [86].曲慧,王文达.钢管混凝土梁柱连接节点弯矩-转角关系实用计算方法研究.工程力学,2010,27(5): 106-114(通讯作者,EI收录) [87].王文达,韩林海.钢管混凝土柱-钢梁平面框架的滞回关系.清华大学学报(自然科学版),2009,49(12): 1934-1938(EI收录) [88].王文达,韩林海.钢管混凝土框架力学性能的简化二阶弹塑性分析.清华大学学报(自然科学版),2009,49(9): 1455-1458(EI收录) [89].Wang Wen-Da, Han Lin-Hai, Zhao Xiao-Ling. Analytical behavior of frames with steel beam to concrete-filled steel tubular column. Journal of Constructional Steel Research, 2009, 65(3): 497-508. (SCI/EI收录) [90].王文达,韩林海.钢管混凝土框架力学性能的非线性有限元分析.建筑结构学报,2008,29(6): 75-83(EI收录) [91].王文达,韩林海.钢管混凝土框架实用荷载-位移恢复力模型研究.工程力学,2008,25(11): 62-69(EI收录) [92].Wang Wen-Da, Han Lin-Hai, Uy Brian. Experimental behaviour of steel reduced beam section (RBS) to concrete- filled CHS column connections. Journal of Constructional Steel Research, 2008, 64(5): 493-504 (SCI/EI收录) [93].Han Lin-Hai, Wang Wen-Da, Zhao Xiao-Ling. Behaviour of steel beam to concrete-filled SHS column frames: Finite element model and verifications. Engineering Structures, 2008, 30(6): 1647-1658 (SCI/EI收录) [94].王文达,韩林海,游经团.方钢管混凝土柱-钢梁外加强环节点滞回性能的实验研究,土木工程学报,2006,39(9):17-25(EI收录) [95].王文达,韩林海,陶忠.钢管混凝土柱-钢梁平面框架抗震性能的试验研究.建筑结构学报,2006,27(3):48-58(EI收录) |