基于弹性地基梁法的水闸底板内力影响因素分析  

Influence factor analysis of inner force calculation of the sluice floor based on the elastic foundation beam method

作　　者：明华军[1] 张立勇[1] 黄黎冰 连新华[1] 唐潇舒[1] 

机构地区：[1]四川大学水利水电学院,四川成都610065

出　　处：《江西水利科技》2008年第3期161-163,167,共4页Jiangxi Hydraulic Science & Technology

摘　　要：根据弹性地基梁法的基本原理,用FORTRAN语言编写了计算小程序,以此作为分析工具,针对西部特有地质条件,依据福堂水电站分析地基土的变形模量、闸墩厚度、闸室底板厚度、闸孔净宽等因素对闸室底板内力的影响,并分析得出了底板内力变化的一些规律.Based on the basic principle of the elastic foundation beam method, a small program is made by FORTRAN language. Aimed at the special geology condition of West China and based on the influence factor of inner force of the sluice floor of Futang Hydropower Station, the law of inner force variation of sluice floor is analyzed by this program.

关 键 词：弹性地基梁法 FORTRAN 福堂水电站 水闸底板内力 

分 类 号：TV662.1[水利工程—水利水电工程]