摘要
按照边框架梁与次梁的空间受力状态,以超静定次梁为计算单元,运用力法计算边框架的未知约束力.
Using the force method, unknown constrained forces of marginal frame beams are calculated in according to solid loadbearing conditions of marginal frame beams and secondary beams with statically indeterminate secondary beams as calculating elements.
出处
《建筑结构》
CSCD
北大核心
1996年第8期47-50,共4页
Building Structure
关键词
框架结构
边框架梁
扭矩
空间受力
计算
solid load-bearing
marginal frame beam
redundant secondary beam
torque
