摘要
针对框架－剪力墙刚接结构的连梁设计，提出了一种连梁单元。它考虑了由于剪力墙刚度很大而框架刚度较小所引起的连梁两端转角不相等的实际受力变形情况，因而更接近于工程实际。推导出了连梁单元刚度矩阵，编制了计算机程序。
Considering the fact that the shear walls are of big rigidity but frames are of small rigidity, that results in the unequal rotary angle at each end of the coupling beams between the frames and shear walls, a coupling beam transition element and it's rigidity matrix is presented here, and a computer program has been made. Numerical examples reveal that the method is simple, practical and with more accuracy.
出处
《工业建筑》
CSCD
北大核心
1997年第7期21-25,15,共6页
Industrial Construction
