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机译:预倒立T形罗纹板预应力混凝土复合板的弯曲行为
Chongqing Univ Key Lab New Technol Construct Cities Mt Area Minist Educ Chongqing 400045 Peoples R China|Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;
Chongqing Univ Key Lab New Technol Construct Cities Mt Area Minist Educ Chongqing 400045 Peoples R China|Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;
Chongqing Univ Key Lab New Technol Construct Cities Mt Area Minist Educ Chongqing 400045 Peoples R China|Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China|Chongqing Univ Postdoctoral Stn Civil Engn Chongqing 400045 Peoples R China;
Chongqing Univ Key Lab New Technol Construct Cities Mt Area Minist Educ Chongqing 400045 Peoples R China|Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;
TIANYUAN Grp Yibin 644000 Peoples R China;
Composite slab; Ribbed panel; Flexural behavior; Static testing; Finite element analysis;
机译:具有预制罗纹反应性粉体混凝土底板的混凝土复合板坯的弯曲行为
机译:预制预应力混凝土面板上现浇混凝土板组合梁抗弯性能的试验评估
机译:等效肋距比的预制肋板双向混凝土复合板简化弹性设计方法
机译:钢混凝土复合梁弯曲行为的实验研究,包括预制复合板坯
机译:火灾条件下预制预应力混凝土空心板的弯曲和剪切响应。
机译:用120 MPa高性能钢筋混凝土浇筑的预制预应力混凝土桥面板的结构安全性评估
机译:钢板外加强混凝土板的试验研究
机译:利用预应力预应力混凝土杆作为加固的连续复合构件的性能。