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.
出处
《江西水利科技》
2008年第3期161-163,167,共4页
Jiangxi Hydraulic Science & Technology
关键词
弹性地基梁法
FORTRAN
福堂水电站
水闸底板内力
Elastic foundation beam method
FORTRAN： Futang Hydropower Station： Inner force of sluce floor
