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连续跨压型钢板与混凝土组合板的承载力计算

Calculation of Load-Carrying Capacity of Continuous Steel Deck-Concrete Composite Slab

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【作者】 王琼芬樊江金丽

【Author】 WANG Qiong-fen1, FAN Jiang1, JIN Li2(1.Faculty of Architectural Engineering, Kunming University of Science and Technology, Kunming 650093, China;2.Zhejiang Jiajing Planning & Architectural Design Institude, Hangzhou 310014, China )

【机构】 昆明理工大学建筑工程学院浙江佳境规划建筑设计研究院 云南昆明650224云南昆明650224浙江杭州310014

【摘要】 根据新混凝土规范,给出了连续跨压型钢板与混凝土组合板施工阶段的承载力计算公式及使用阶段的正截面抗弯承载力、纵向水平抗剪承载力、斜截面抗剪承载力和局部抗冲切承载力计算公式,为连续组合楼板的设计提供了依据.

【Abstract】 According to the new concrete code, the calculation formula are put forward concerning the load-carrying capacity during construction, the load-carrying capacity of cross-section bending, longitudinal shearing, the inclined-section shearing and part shearing during the application of the continuous composite floor slab, which provide the design proofs for the continuous composite floor slab.

  • 【文献出处】 昆明理工大学学报(理工版) ,Journal of Kunming University of Science and Technology , 编辑部邮箱 ,2005年02期
  • 【分类号】TU398.9
  • 【被引频次】7
  • 【下载频次】166
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