摘要
根据闸顶机架结构特点,按不同的计算模型,分别对机架在顺水流和垂直水流两个主轴方向上进行受力分析,得出最不利的受力情况,并通过实例介绍具体计算方法。
According to the structural characteristics of framed bent on sluice pier and different calculation models,the paper makes load analysis for the framed bent under the load condition of two directions—down the flow and vertical flow to obtain the most unfavourable load conditions.And finally,the paper introduces the calculation method through practical examples.
出处
《水利水电科技进展》
CSCD
1998年第5期44-46,共3页
Advances in Science and Technology of Water Resources
关键词
地震区
水闸机架
受力条件
结构计算
earthquake area
framed bent
sluice gate
force conditions
structural computation