摘要
从异形柱大、小偏心界限破坏条件出发,导出了T形、十字形截面柱轴压比设计值的计算公式,讨论了翼缘对轴压比限值的影响,并给出了T形、十字形柱轴压比设计值取值的建议。
On the basis of limit failure condition of section of eccentric compression,this paper derives formulas about design value of axial compression ratio of section of reinforced concrete flank-shaped and T/+ shaped section columns and discusses flank influence on limit value of axial compression ratio,and puts forward suggestions for design value of axial compression ratio on earthquake resistant design of R.C T/+ shaped section columns.
出处
《唐山学院学报》
2004年第2期81-83,共3页
Journal of Tangshan University
关键词
T形、十字形截面柱
翼缘
轴压比
轴压比限值
标准值
T/+ shaped section column
flank
axial compression ratio
limit value of axial compression ratio
standard value
