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.
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.
出处
《昆明理工大学学报(理工版)》
2005年第2期64-69,共6页
Journal of Kunming University of Science and Technology(Natural Science Edition)
关键词
连续组合板
抗弯承载能力
抗剪承载能力
continuous composite slab
bending load-carrying capacity
shearing load-carrying capacity