摘要
以弹性中心法为基础,推导了变截面抛物线无铰拱的内力计算公式,并编制了计算程序。
On the basis on clastic method, the calculating formula of internal forces in the parabolic hingcless arches of non-uniform section was dcrivatcd and calculating program was worked out.
出处
《黑龙江科技学院学报》
1995年第1期72-74,78,共4页
Journal of Heilongjiang Institute of Science and Technology
关键词
弹性中心法
无铰拱
计算程序
Elastic method, arch, calculating program
