董毓利 - 华侨大学 - 土木工程学院

个人简介

现任华侨大学土木建筑安全分析与评估研究中心主任，“闽江学者”特聘教授。在结构抗火研究上有研究专长，出版《混凝土非线性力学基础》、《混凝土结构火安全设计》等专著，在Journal of Structural Engineering- ASCE，Fire Safety Journal，Magzine of Concrete Research等国际知名期刊发表学术论文70余篇，其中30篇被SCI、EI等收录；主持国家自然科学基金6项，研究成果获山东省科技进步二等奖、福建省科技进步二等奖和全国商业科技进步一等奖各一项，作为第一发明人已获发明专利授权13项、实用新型专利4项。专利一种大功率电器电弧故障检测系统,2012 一种混凝土半球壳的新型极限内压力测试装置,2013 一种混凝土圆筒壳安全性能的新型测试装置,2013 一种新型清洗刷,2012

研究领域

主要从事结构抗火性能化设计理论与应用、混凝土基本理论教学与研究工作

近期论文

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受火后CFRP布加固钢筋混凝土梁受剪性能试验研究.[J].建筑结构学报,2015,36(2):123~132. 碳纤维布与高温后混凝土界面黏结性能试验研究.[J].建筑结构学报,2015,36(8):133~141. 薄壁U形钢板加固受火后钢筋混凝土梁受力性能研究.[J].建筑结构学报,2017,38(3):58~66. 外包薄壁钢管加固受火后混凝土柱的抗震性能.[J].土木工程学报,2017,50(7):39~49. Seismic performance of wall-column type shear energy-dissipation devices with common steel plate.EI正刊:Gongcheng Lixue/Engineering Mechanics,2016,84-94. Modification of segment equilibrium method through considering tensile membrane effects and its application in two-way concrete slabs.EI正刊:Gongcheng Lixue/Engineering Mechanics,2016,204-210 and 240. Temperature distribution of reinforced concrete T-shaped beam with slabs under (after) three-side fire exposure（带楼板钢筋混凝土T形梁火灾下（后）温度场研究.EI正刊:Journal of Central South University,2014,684-693. Shear-resistant behavior of light composite shear wall.2014JCR-大类-工程技术-四区:Journal of Central South University,2014, 复合钢管混凝土轴心受压柱耐火性能分析.第八届全国结构抗火技术研讨会,2014, 带楼板钢筋混凝土T形梁火灾下（后）温度场研究.中南大学:中南大学学报(自然科学版),2014, Behaviour of full-scale two-way simply supported concrete slabs in fires.SCI四区:MAGAZINE OF CONCRETE RESEARCH,2013,66(16): Calculation of tensile membrane effect of one-way concrete slabs 混凝土单向板的受拉薄膜效应计算.EI正刊:Jilin Daxue Xuebao (Gongxueban)/Journal of Jilin University (Engineering and Technology Edition),2012, Behavior of Sway Two-Bay, Two-Story Composite Steel Frames in Fire.2015JCR-大类-工程技术3区:JOURNAL OF STRUCTURAL ENGINEERING,2015, Behavior of Sway Two-Bay, Two-Story Composite Steel Frames in Fire.2015JCR-大类-工程技术3区:JOURNAL OF STRUCTURAL ENGINEERING,2015, Behavior of Sway Two-Bay, Two-Story Composite Steel Frames in Fire.Journal of Structural Engineering,2015, Behavior of full-scale two-way concrete slabs with simply spported edges.同济大学出版社:结构火灾安全进展（Progress on safety of structures in fire）,2013,181-188. 足尺平板无梁楼盖抗火性能试验研究.建筑结构学报,2012, 整体结构中钢筋混凝土双向板火灾试验研究.建筑结构学报,2011, 钢框架结构中钢筋混凝土双向板火灾试验研究.工程力学,2012, 钢筋混凝土板的受拉薄膜效应分析.科学技术与工程,2011, 钢筋混凝土板的极限承载力计算.哈尔滨工业大学学报,2012, 改进机动法计算大变形下混凝土单向板承载力.华中科技大学学报,2011, 大尺度钢筋混凝土双向板的受拉薄膜效应分析.东南大学学报（自然科学版）,2011, Fire tests on two-way concrete slabs in a full-scale multi-storey steel-framed building.FIRE SAFETY JOURNAL,2012, Nonlinear numerical modeling of two-way reinforced concrete slabs subjected to fire.COMPUTERS & STRUCTURES,2012,