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考虑斜向塑性铰线抵抗弯矩的矩形双向板虚功分析法
Virtual Work Method of Rectangular Two-Way Slab Considering Resistance Moment of Inclined Yield Line
【摘要】 基于虚功原理,建立了矩形双向板斜向塑性铰线抵抗弯矩的内功计算公式,据此计算了矩形双向板的极限荷载,并结合利用向量投影原理求解极限荷载的虚功分析法计算结果,证明了本文方法的正确性.
【Abstract】 Based on the principle of virtual work,the formula of internal wok made by the resistance moment of inclined yield line within the two-way rectangular slab is established to calculate the ultimate load of the whole two-way rectangular slab,which is proved correct by the result of virtual work method using the vector projection.
【关键词】 矩形双向板;
斜向塑性铰线;
抵抗弯矩;
虚功分析法;
【Key words】 two-way rectangular slab; inclined yield line; resistance moment; virtual work method;
【Key words】 two-way rectangular slab; inclined yield line; resistance moment; virtual work method;
【基金】 国家自然科学基金资助项目(项目编号:50678146)
- 【文献出处】 昆明理工大学学报(理工版) ,Journal of Kunming University of Science and Technology(Science and Technology) , 编辑部邮箱 ,2009年03期
- 【分类号】TU375.2
- 【被引频次】1
- 【下载频次】197