摘要
百色水利枢纽中孔闸门支撑梁平均净跨 6 6 6m ,梁高 5m ,跨高比 1 33 ,属于深梁范围。该梁放置于两侧支墩上。按不同的梁跨及支承条件 ,分析计算梁的内力 (应力 )情况 ,并与有限元计算结果进行比较 ,说明结果的差异 。
The beam supporting the radial gate of the medium outlet of the Basie WRPP is a deep beam,with an average net span of 6.66m,a depth of 5.0m and span depth ratio of 1.33,being supported by the two piers at the ends.The stresses are analysed for various spans and support patterns of the beam,the results are compared with the finite element methods.The differences among them are also stated in this paper,for making convenient references to designing.
出处
《红水河》
2000年第2期18-20,共3页
Hongshui River
