初探平面框架模型在文坑水库塔式进水口计算中的应用  

Preliminary Study On The Application of Plane Frame Model In The Calculation of Wenkeng Reservoir Tower Inlet

作　　者：叶乔波 Ye Qiaobo(Sanming Mingxing Water Conservancy and Hydropower Survey and Design Co.,Ltd.,Sanming 365000,Fujian)

机构地区：[1]三明市明兴水利水电勘察设计有限公司,福建三明365000

出　　处：《陕西水利》2021年第3期169-171,共3页Shaanxi Water Resources

摘　　要：大体积不规则混凝土建筑物在水工建筑物中较为常见,但其安全与否关乎着一个水利工程的效益成败,本文以文坑水库塔式进水口为例,通过对比不同的计算模型,推荐二维平面框架模型,计算得出结构内力关系。本文阐述的计算思路和方法对简化小型塔式进水口的设计有着一定的指导作用。Large-volume irregular concrete buildings are more common in hydraulic structures,but their safety is related to the success or failure of a water conservancy project.This article takes the tower inlet of Wenkeng Reservoir as an example,and compares different calculation models to recommend The two-dimensional plane frame model calculates the internal force relationship of the structure.The calculation ideas and methods described in this article have a certain guiding role in simplifying the design of small tower inlets.

关 键 词：大体积不规则混凝土建筑物 二维平面框架模型 小型塔式进水口 

分 类 号：TV62[水利工程—水利水电工程]