职称：教授(二级)，博士生导师

地址：甘肃省兰州市兰工坪路287号 兰州理工大学土木工程学院 

邮编：730050

电话：

E-mail：wangwd@lut.edu.cn

WOS ResearchID: G-7039-2011;         ORCID:  https://orcid.org/0000-0001-6735-9171

[Google scholar]  https://scholar.google.com.au/citations?user=EkQDy1UAAAAJ&hl=en

[Researchgate]  https://www.researchgate.net/profile/Wen-Da-Wang

2003.09-2006.07，福州大学结构工程专业，工学博士

1997.09-2000.06，甘肃工业大学结构工程专业，工学硕士

1991.09-1995.06，甘肃工业大学工业与民用建筑工程专业，工学学士

2025.01-今，兰州理工大学学科规划与建设办公室主任/土木工程学院教授、博士生导师
2020.06-2025.01，兰州理工大学土木工程学院，院长、党委副书记（兼），教授、博士生导师

2017.09-2020.06，兰州理工大学国际合作处，处长/土木工程学院，教授、博士生导师

2016.07-2017.09，兰州理工大学国际合作处，副处长（主持工作）/土木工程学院，教授、博士生导师

2013.12-2014.12，澳大利亚西悉尼大学国家留学基金委全额资助公派访问学者

2012.11-2016.07，兰州理工大学土木工程学院，教授、副院长、博士生导师(2013)

2011.07-2012.11，兰州理工大学土木工程学院，教授

2007.01-2009.01，清华大学土木工程系土木工程博士后流动站，博士后

1995.07-2011.07，兰州理工大学（原甘肃工业大学）土木工程学院，助教、讲师、副教授

本科生课程：混凝土结构设计原理；组合结构设计原理

硕士研究生课程：钢筋混凝土结构非线性分析；组合结构理论；建筑结构抗火理论与应用

博士研究生课程：高等组合结构理论

教学研究课题：

[1].教育部产学合作协同育人项目(编号：202101369003): 钢与混凝土组合结构实验教学中复合受力试验关键技术研究，项目主持人，2021.08-2023.08。（烟台新天地试验技术有限公司）

[2].教育部产学合作协同育人项目(编号：202101031020): 虚拟仿真实验教学在组合结构设计原理课程建设中的改革探索，项目主持人，2021.08-2023.08。（北京合联益诚科技有限公司）

[3].校级规划教材《土木建筑CAD实用教程》，项目主持人，2012.7-2014.7。

[4].校级研究生学位课重点建设课程《钢筋混凝土结构非线性有限元分析》，项目主持人，2011.11-2014.11。

中国土木工程学会工程防火技术分会 常务理事

中国土木工程学会教育工作委员会 委员

中国建筑学会建筑防火综合技术分会 常务理事

中国钢结构协会结构稳定与疲劳分会 常务理事

中国钢结构协会钢-混凝土组合结构分会 常务理事
中国建筑金属结构协会检测鉴定加固改造分会 常务委员
中国建筑金属结构协会教育分会 常务委员

[1].《Thin-Walled Structures》《Engineering Structures》《Journal of Constructional Steel Research》等30多本国际期刊论文审稿人；《土木工程学报》《建筑结构学报》《中国公路学报》等40多本中文期刊论文审稿人。

[2].《土木与环境工程学报（中英文）》编委(2023-)；《甘肃科学学报》编委会副主任、编委(2023-)
[3].国家一级注册结构工程师(2002-)

[4].甘肃省科技厅应对突发事件专家组成员(2019-)

[5].中国教育国际交流协会第七届理事会理事(2018-2022)

[6].中国建设教育协会国际合作专业委员会常务委员(2020-2026)

[7].甘肃省土木建筑学会教育工作委员会秘书长(2020-)

[8].甘肃省建筑业联合会副会长(2020-)

[9].甘肃省建设科技与建筑节能协会副会长(2020-2026)

[1].钢-混凝土组合结构、混合结构；钢结构；工程结构抗火；能源基础设施工程（风电支撑结构等）；
[2].装配式建筑技术（钢与混凝土组合结构、钢结构；钢筋混凝土结构）；
[3].工程结构全寿命周期性能（地震、长期荷载、火灾、撞击等多灾耦合工况下结构性能）；
[4].新型高性能结构材料、高性能组合结构（UHPC，纳米混凝土，固废利用，结构修复加固等）；
[5].甘肃省高等学校协同创新团队“多灾耦合下钢与混凝土组合结构混合结构性能与综合防灾”负责人；
[6].甘肃省基础研究创新群体“多灾耦合作用下基础设施工程结构性能与防灾减灾关键技术”负责人。

[1].国家自然科学基金(编号: 52678229)：撞击和火灾共同作用下钢管混凝土加劲混合结构的损伤机理与性能评估，项目主持人，2027.1-2030.12，在研。
[2].甘肃省联合科研基金（编号:25JRRA1067）：超高性能混凝土装配化桥梁体系研究与产业化应用（课题2：高震区超高性能混凝土盖梁、桥墩的装配化轻型化构造研究），项目主持人，2025.07-2028.6，在研。

[3].甘肃省基础研究创新群体(编号: 24JRRA169)：多灾耦合作用下基础设施工程结构性能与防灾减灾关键技术，项目主持人，2024.08-2027.07，在研。

[4].甘肃省高等学校产业支撑计划项目(编号: 2024CYZC-16)：退役风机机组及叶片、光伏组件综合循环利用技术研究与示范，项目主持人，2024.06-2027.06，在研。

[5].国家自然科学基金(编号: 52168020)：内配型钢钢管混凝土构件侧向撞击作用工作机理与防撞策略研究，项目主持人，2022.1-2025.12，完成。
[6].甘肃省重点研发计划(编号: 23YFGA0064)：复杂环境下大兆瓦级新型风电塔体系关键组件与控制技术研发，项目主持人，2023.8-2025.8，完成。
[7].技术咨询服务项目：西北地区建筑结构与保温一体化技术研究与应用（甘肃建投校企联合博士后培养合同），项目主持人，2021.07-2024.12，完成。
[8].国家自然科学基金(编号: 51778274)：震损后钢管混凝土组合框架耐火性能评估与功能恢复策略研究，项目主持人，2018.1-2021.12，完成。
[9].兰州市科技计划项目(编号: 2019-1-61)：横向撞击荷载作用下内配圆管的钢管混凝土构件力学性能与功能恢复策略研究，项目主持人，2019.06-2021.06，完成。
[10].技术服务项目：超高层建筑伸臂桁架与混凝土筒体连接节点性能试验与分析研究，项目主持人，2017.06-2021.06，完成。
[11].技术咨询服务项目：Training and Capacity Building Programme on Seismic Strengthening for Master Trainers and Local Builders in Gansu & Qinghai Provinces, China（新加坡南洋理工大学合作项目），项目主持人，2019.09-2021.09，完成。
[12].甘肃省高等学校协同创新团队(编号：2018C-08)：多灾耦合下钢与混凝土组合结构混合结构性能与综合防灾，团队负责人，2018.1-2020.12，完成。
[13].国家自然科学基金(编号: 51468037)：全过程及非均匀受火下内配型钢的钢管混凝土构件抗火性能，项目主持人，2015.1-2018.12，完成。
[14].国家自然科学基金(编号: 51268038)：局部火灾下钢管混凝土组合框架连续倒塌机理与设防对策，项目主持人，2013.1-2016.12，完成。
[15].国家自然科学基金(编号: 51268035)：内配型钢的钢管高性能混凝土构件压弯扭剪复合受力工作机理研究，第二参加人，2013.1-2016.12，完成。
[16].甘肃省科技支撑计划项目(编号: 1604FKCA107)：地震及次生火灾作用下钢管混凝土组合框架受力性能分析与评估研究，项目主持人，2016.1-2018.12，完成（验收）。
[17].甘肃省委组织部“陇原青年创新人才扶持计划”项目：考虑真实火灾效应时内配型钢钢管混凝土构件抗火性能研究，项目主持人，2015.8-2018.8，完成。

个人荣誉：

[1].甘肃工业大学“三育人”，1998

[2].兰州理工大学“优秀共产党员”，2009

[3].中国土木工程学会“先进工作者”，2012

[4].甘肃省普通高等学校青年教师成才奖，2013

[5].兰州理工大学“红柳杰出人才培养计划”，2013

[6].甘肃省优秀博士论文指导教师（2015年，王景玄；2022年，贾志路；2023年，郑龙；2025年，纪孙航）

[7].甘肃省委组织部“陇原青年创新人才扶持计划”，2015

[8].兰州理工大学“师德标兵”，2022

[9].甘肃省领军人才，2023

科研成果奖励：

[1].结构构件抗火灾与冲击性能设计方法及应用，山西省科学技术进步一等奖（排名第八），2025年；
[2].装配式钢管混凝土组合框架体系的关键技术及应用，中国发明协会发明创业奖创新奖二等奖（排名第一），2024年；
[3].静、动载工况下钢管混凝土混合结构的工作机制及分析理论，高等学校科学研究优秀成果（科学技术）自然科学一等奖[教育部自然科学一等奖]（排名第五），2023年

[4].钢管混凝土组合结构体系抗震性能关键技术与应用，甘肃省科技进步二等奖（排名第一），2022年

[5].超高层建筑钢结构加工制作关键技术及其工程应用，中国钢结构协会科学技术特等奖（排名第十），2020年

[6].甘肃省工程建设标准《钢管混凝土结构技术规程DB62/T25-3041-2009》，甘肃省建设科技进步一等奖（编制负责人），2010

[7].钢管高性能混凝土结构理论与设计应用关键技术问题研究，福建省科技进步三等奖，2005

[8].平板网架综合优化设计及CAD，甘肃省科技进步二等奖，1998

教学成果奖励：

[1].扎根西北数十载，潜心耕耘创特色：西部地方高校土木工程专业建设探索与实践，国家教学成果二等奖（排名第七），2023

[2]扎根西部：科教融合-新质生产力势能转化为土木人才培养动能的模式及实践，兰州理工大学高等教育教学成果奖一等奖（排名第一），2025（2024年度）
[3].土木工程结构设计课程国家级教学团队建设与系列课程改革实践，甘肃省教学成果一等奖（排名第四），2012
[4].结构设计课程教学团队，国家级教学团队（排名第六），2010
[5].《混凝土结构设计原理》精品课程建设，甘肃省教学成果二等奖（排名第三），2008
[6].平板网架课程教学模式改革，甘肃工业大学教学成果二等奖（排名第三），1998 

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）

[3].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（第三版）．北京：科学出版社，2025年4月，ISBN 978-7-03-078140-6，1203p（178万字）

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)
[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)

[8].甘肃省地方标准．建筑结构抗连续倒塌技术标准 DB62/T 3277-2024．北京：中国建设科技出版社，2024(主编)

[9].中国工程建设标准化协会标准．水平轻型桁架模板支撑技术规程T/CECS1650-2024．北京：中国计划出版社，2024 (主要参编人)

[10].甘肃省地方标准．高层建筑施工集成平台技术标准DB62/T 3301-2025．北京：中国建设科技出版社有限责任公司，2025(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．

[3].王文达，陈兴杰，郑龙，史艳莉. 约束混凝土材料应力-应变关系计算软件V1.0. 软件著作权登记号：2024SR2233434.

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].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
[15].鲜威，王文达，姚军亮，郑龙，纪孙航．一种装配式圆钢管混凝土柱-法兰外伸环板RC梁节点．专利号：ZL202323657238.5，实用新型专利，授权公告日：2024.10.22
[16].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

[17].王文达，段力歆，孔国平，郑龙，史艳莉. 一种应于风电塔筒内部的环向MRD-TLCD减震装置，ZL202422037745.7，实用新型.

[18].高芳芳，邵有林，李茂森，袁玉杰. 一种连接节点可更换式构件，ZL202422305057.4 实用新型.

[19].毛文婧，杨家乐，王雪飞，王文达. 一种可拆卸式防火隔断墙， ZL202422571204.2，实用新型.

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：

[159].高芳芳，徐泽潭，时金娜，王文达*，张玖福．硅烷-纳米SiO2协同改性退役风机叶片再生纤维增强UHPC劈裂抗拉性能．建筑材料学报，2026.02，网络首发；https://link.cnki.net/urlid/31.1764.tu.20260509.1038.028
[158].袁玉杰，史艳莉，王文达*，宋永康．混合连接仿生铰节点抗震与可更换性能试验研究．土木工程学报，网络首发，DOI:10.15951/j.tmgcxb.25080549
[157].毛文婧，刘思颖，史艳莉，王文达*．钢管混凝土柱-组合梁节点震后耐火性能试验研究．建筑结构学报，2026，47(6): 204-217，DOI:10.14006/j.jzjgxb.2026.0021
[156].Xian W, Li SS, Wang WD*, Shi YL, Wu WH, Chen WS. Experimental and analytical investigations of composite girders with CSW-CFST chord-UHPC slab under impact loading. Engineering Structures, 2026, 367: 123656, DOI:10.1016/j.engstruct.2026.123656
[155].Xu ZT, Wang WD*, Gao FF, Shi YL, Cao ZT. Interfacial enhancement of UHPC with APTES-NS modified recycled GFRP fibers as a sustainable alternative to steel fibers. Journal of Building Engineering, 2026, 130: 117055, DOI:10.1016/j.jobe.2026.117055
[154].Hu J, Wang WD*, Zheng L, Ji SH, Shi YL. Axial compressive behavior of locally corroded CFDST stub columns with weathering steel external tubes. Journal of Constructional Steel Research, 2026, 247: 110612, DOI:10.1016/j.jcsr.2026.110612
[153].Gao FF, Zhang XT, Wang WD*. Probing the interfacial interaction in alkali-activated steel slag-cement incorporating NS-MWCNT hybrids: Molecular dynamics insights into hydration and stability. Cement & Concrete Composites, 2026, 174: 106784, DOI:10.1016/j.cemconcomp.2026.106784
[152].Zheng Y, Wang WD*, Ji SH, Shi YL, Xian W. Wang R. Lateral impact performance of concrete-encased concrete-filled steel tubular (CECFST) members after exposure to fire: Tests and analysis. Engineering Structures, 2026, 366: 123462, DOI:10.1016/j.engstruct.2026.123462
[151].Shi YL, Hui P, Zheng L, Hu J, Wang WD*. Bond-slip behavior at the interface of GFRP-concrete-steel double-skin tubular composite members. Structures, 2026, 91: 112624, DOI:10.1016/j.istruc.2026.112624
[150]. You G, Zhao H, Wang R*, Wang WD, Chen MT. Axial compression behavior of circular CFDST stub columns with localized corrosion: Testing, numerical modeling and design. Engineering Structures, 2026, 366: 123311, DOI:10.1016/j.engstruct.2026.123311
[149].Yang JF, Shi YL, Zheng L, Wang WD*. Compressive behavior of CFDST columns with external S22053 duplex stainless steel tubes: Experimental and numerical investigation. Journal of Constructional Steel Research, 2026, 245: 110522, DOI:10.1016/j.jcsr.2026.110522
[148].Xian W, Chen WS, Shi YL, Wang WD*, Zheng L, Yao JL. Dynamic responses of CFST column to steel beam joints subjected to impact loading. Engineering Structures, 2026, 363: 123062, DOI:10.1016/j.engstruct.2026.123062
[147].Zheng L, Lu XX, Shi YL, Zheng Y, Wang WD*. Experimental and numerical investigation of CFRP-concrete-steel double-skin tubular members under multiple impacts. Structures, 2026, 89: 112256, DOI:10.1016/j.istruc.2026.112256
[146].Zheng L, Wang JC, Wu QX, Shi YL, Wang WD*, Yan H. Seismic performance of bolted CFST column-composite beam-shear wall system. Structures, 2026, 89: 112022, DOI:10.1016/j.istruc.2026.112022
[145].Xian W, Li SS, Chen WS, Wang WD*, Wu WH. Dynamic response of composite girders with CSW-CFST chord-UHPC slab under rockfall impact. Structures, 2026, 89:111999, DOI:10.1016/j.istruc.2026.111999
[144].Wang F, Zhao YS, Wang WD*, Wang ZH, Xu SW. Methods for residual fatigue life prediction based on theoretical models and physics-informed neural networks. Journal of Constructional Steel Research, 2026, 243:110408, DOI:10.1016/j.jcsr.2026.110408
[143].Wang F, Song Y, Wang WD*, Shi YL. Residual fatigue life assessment of 16-mm-thick Q460C steel cracked plates repaired with additional stop holes. Construction and Building Materials, 2026, 521:146132, DOI:10.1016/j.conbuildmat.2026.146132
[142].Duan LX, Wang WD*, Shi YL, Zheng L. Seismic performance of offshore monopile-supported CFDST composite wind turbine tower considering soil-structure interaction. Structures, 2026, 86:111472, DOI:10.1016/j.istruc.2026.111472
[141].Guo YP, Wang R, Zhao H*, Wang YH, Wang WD, Chen MT. Experimental and numerical investigations on hysteretic behaviour of tapered RAC-filled high-strength double-skin steel tubular columns. Engineering Structures, 2026, 352: 122089, DOI:10.1016/j.engstruct.2026.122089
[140].Zheng L, Zhang YC, Shi YL*, Wang WD, Yu YQ. Novel kinked connection component (KCC) for enhanced progressive collapse performance in CFST column-steel beam joints. Engineering Structures, 2026, 352: 122144, DOI:10.1016/j.engstruct.2026.122144
[139].Gao FF, Zhao Y, Xu ZT, Wang WD*, Shi YL. Experimental and molecular dynamics simulation study on the dynamic mechanical control mechanism and constitutive model of MWCNTs-modified concrete post high-temperature exposure. Journal of Building Engineering, 2026, 118: 115002, DOI:10.1016/j.jobe.2025.115002
[138].Wang F, Yue JW, Wang WD*, Yang Z. A crack-growth-based fatigue life prediction method for 16-mm-thick Q550D steel notched plates. Structures, 2026, 83: 110875, DOI:10.1016/j.istruc.2025.110875
[137].Wang WD, Lu XX, Zheng L, Xian W, Shi YL*. Performance of CFRP-concrete-steel double-skin tubular members under impact loading: Experiments and numerical simulations. Thin-Walled Structures, 2026, 218: 114086, DOI:10.1016/j.tws.2025.114086
[136].Wu XM, Shi YL*, Wang WD, Zheng L. Ultimate load increase of SRCFST columns under preload and long-term loading: A creep effect. Journal of Constructional Steel Research, 2026, 236: 110036, DOI:10.1016/j.jcsr.2025.110036
[135].Wang YH, Guo YP, Wang R, Zhao H*, Wang WD, Chen MT. Cyclic response of tapered recycled aggregate concrete-filled high-strength double-skin steel tube column. Journal of Constructional Steel Research, 2026, 236: 109948, DOI:10.1016/j.jcsr.2025.109948

[134].Gao FF, Xu ZT, Wang WD*, Zhao Y, Shi YL. Interfacial bonding strengthening mechanisms in recycled GFRP waste fibers-ultra high performance concrete through synergistic nano-silica/silane. Construction and Building Materials, 2025, 499: 144104, DOI: 10.1016/j.conbuildmat.2025.144104
[133].Dai PJ, Zhao H, Wang R*, Wang WD, Tian Y, Liang JL. Behaviour of hollow concrete-encased CFST columns with inner octagonal steel plate under eccentric compression. Structures, 2025, 81:110195, DOI:10.1016/j.istruc.2025.110195
[132].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，2025，42(9): 139-145

[131].Shi YL, Chen XJ, Zheng L, Wang WD*. 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
[130].Xian W, Wang ZM, Chen WS, Shi YL, Wang WD*. 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
[129].Yuan YJ, An AH, Wang WD*, Shi YL. Precise control mechanism for replaceable connection damage location based on component strength capacity ratios. Journal of Constructional Steel Research, 2026, 235: 109876, DOI:10.1016/j.jcsr.2025.109876
[128].Gao FF, Duan SY, Wang WD*, Shi YL. 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
[127].An AH, Wang WD*, Yuan YJ, Shi YL. 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
[126].Fan JH, Wang WD*, Shi YL*, Zheng L. Fatigue behaviour of CFDST members subjected to bending. Structures, 2025, 79: 109573, DOI:10.1016/j.istruc.2025.109573
[125].Wang JX, Liu K, Wang WD*, Ji SH. Investigation on the collapse resistance of concrete-filled steel tubular column composite joints under high-temperature conditions. Journal of Constructional Steel Research, 2025, 234: 109754, DOI:10.1016/j.jcsr.2025.109754
[124].Duan LX, Wang WD*, Shi YL, Zheng L. Seismic vibration control of CFDST composite wind turbine towers with TLCDs. Renewable Energy, 2025, 254: 123789, DOI:10.1016//j.renene.123789
[123].Wang WD*, Zhao Y, Shi YL, Gao FF. 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
[122].Duan LX, Wang WD*, Shi YL, Zheng L. 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
[121].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
[120].王景玄，刘芳玲，王文达*．铝合金管约束钢筋混凝土轴压短柱试验研究与约束机理分析．建筑结构学报，2025，46(4): 210-222，DOI:10.14006/j.jzjgxb.2024-0222
[119].Zheng L, Zhang YC, Shi YL*, Wang WD, Yu YQ. Tensile performance and multi-objective optimization of novel kinked connected components (KCCs). Structures, 2025, 76: 108818, DOI:10.1016/j.istruc.2025.108818
[118].Wang F, Yue JW, Wang WD*. Assessment methods for fatigue crack initiation life and total fatigue life of Q550D 16mm butt welded steel notched plates. Journal of Constructional Steel Research, 2025, 230: 109561, DOI:10.1016/j.jcsr.2025.109561
[117].Shi YL, Zheng L, Xian W, Wang WD*, Huang WH. 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

[116].Wei GQ, Wang WD*, Zhou K, Mao WJ. Experimental and numerical investigation of circular concrete-filled steel tubular columns subjected to post-earthquake fires. Engineering Structures, 2025, 332: 120008, DOI:10.1016/j.engstruct.2025.120008

[115].He ZH, Xu ZD*, Wang WD, Xue JY, Zhao C, Hou YK. Unidirectional shaking table test and nonlinear analysis on a novel viscoelastic bio-inspired multi-dimensional vibration isolation device. Journal of Building Engineering, 2025, 103: 112074, DOI:10.1016/j.jobe.2025.112074
[114].Ji SH, Wang WD*, Shi YL, Wang JX. 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
[113].Pan YL, Shi YL*, Wang WD, Zheng L. 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
[112].Gao FF, Zhao Y, Wang WD*, Shi YL. 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
[111].Zheng L, Wang WD*, Xiao M, Yu YQ, Sun HF. Bionic energy absorbers for parking structural columns against multi-angle vehicle collisions. Journal of Constructional Steel Research, 2025, 226: 109262, DOI:10.1016/j.jcsr.2024.109262
[110].Ji SH, Wang WD*, Shi YL, Zheng L. 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
[109].Xian W, Wang ZM, Chen WS, Wang WD*, Wang R. Analytical investigations on dynamic responses of SRCFST members under lateral impact loads. Journal of Constructional Steel Research, 2025, 224: 109122, DOI:10.1016/j.jcsr.2024.109122

[108].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
[107].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

[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

[99].Wang Rui, Li Xuan, Zhao Hui*, Wang Yun-He, Lam Dennis, Wang Wen-Da. Flexural behaviour of round-ended CFST members: Testing, numerical analysis, and design. Journal of Constructional Steel Research, 2024, 218: 108678, DOI: 10.1016/j.jcsr.2024.108678
[98].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
[97].Wang Wen-Da*, Mao Wen-Jing, Zhou Kan. Experimental investigation on residual capacity of steel-reinforced concrete-filled thin-walled steel tubular columns subjected to combined loading and temperature. Thin-Walled Structures, 2024, 197: 111557, DOI:10.1016/j.tws.2024.111557
[96].Zhao Hui, Mei Shengqi, Wang Rui, Yang Xu, Wang Wen-Da, Chen Wensu. Performance of round-ended CFST columns under combined actions of eccentric compression and impact loads. Engineering Structures, 2024, 301: 117328, DOI: 10.1016/j.engstruct.2023.117328
[95].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
[94].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

[93].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
[92].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
[91].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
[90].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
[89].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
[88].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
[87].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
[86].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
[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*. 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
[81].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
[80].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
[79].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
[78].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

[77].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
[76].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
[75].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
[74].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
[73].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, DOI: 10.1016/j.engstruct.2022.114635
[72].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, DOI: 10.1016/j.jcsr.2022.107367
[71].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
[70].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
[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. Journal of Constructional Steel Research, 2022, 191: 107206, DOI: 10.1016/j.jcsr.2022.107206
[65].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
[64].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, DOI: 10.1016/j.jcsr.2022.107151
[63].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, DOI: 10.1016/j.jcsr.2022.107085
[62].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
[61].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
[60].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
[59].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
[58].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
[57].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, DOI: 10.1016/j.jcsr.2021.106867
[56].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
[55].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
[54].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
[53].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
[52].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
[51].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
[50].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
[49].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
[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, DOI: 10.1016/j.jcsr.2021.106609
[47].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, DOI: 10.1016/j.tws.2020.107409
[46].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, DOI: 10.1016/j.compstruct.2020.112993
[45].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
[44].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
[43].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
[42].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, DOI: 10.1016/j.engstruct.2020.110956
[41].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, DOI: 10.1016/j.tws.2020.106736
[40].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
[39].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
[38].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)
[37].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
[36].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
[35].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
[34].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
[33].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
[32].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
[31].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
[30].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
[29].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
[28].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
[27].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
[26].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)
[25].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
[24].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
[23].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
[22].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
[21].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
[20].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
[19].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
[18].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
[17].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
[16].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
[15].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
[14].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
[13].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
[12].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
[11].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
[10].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
[9].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
[8].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
[7].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
[6].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
[5].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
[4].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
[3.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
[2].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
[1].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