摘要
本文根据角柱在框筒结构中的特殊作用构造了梁条单元,推导了梁条的单元刚度矩阵和角柱内力的计算公式,并将这些改进应用在框筒的平面应力有限条法中,获得了令人满意的角柱主要内力计算结果。
In this paper, a beam-strip element is constructed according to the special action of corner column demonstrated in frame-tube structure with its stiffness matrix and the formulas for calcu - lating the internal forces of corner column derived . These improvements are applied to a 2D-stress finite strip program to analyze frame - tube structures, and the primary internal forces of corner columns obtained are of high accuracy .
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1998年第1期52-57,共6页
Journal of Building Structures
关键词
梁条单元
刚度矩陈
框筒结构
应力
角柱
计算
beam-strip element , stiffness matrix, frame-tube structure, plane stress finite strip method .