Paper Publications
- [11] Behaviour of full-scale two-way simply supported concrete slabs in fires.SCI四区:MAGAZINE OF CONCRETE RESEARCH,2013,66(16):
- [12] 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,
- [13] 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,
- [14] 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,
- [15] Behavior of Sway Two-Bay, Two-Story Composite Steel Frames in Fire.Journal of Structural Engineering,2015,
- [16] 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.
- [17] 足尺平板无梁楼盖抗火性能试验研究.建筑结构学报,2012,
- [18] 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,
- [19] 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,
- [20] 钢筋混凝土板的受拉薄膜效应分析.科学技术与工程,2011,
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Doctoral Degree in Engineering
董毓利
MOBILE Version