摘要
在长肢一字形截面柱极限承载力计算理论和假定的基础上,通过对六组构件的计算分析,得出了轴压比和墙肢截面高厚比对极限承载力的影响。
In this paper, research on theory of computation of ultimate bearing capacity is presented. By the calculation analysis of six sets of piece, axial load ratio and ratio of height to sectional thickness of wall have some influence to ultimate bearing capacity.
出处
《安徽水利水电职业技术学院学报》
2009年第3期38-40,共3页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
长肢一字形截面柱
轴压比
墙肢截面高厚比
极限承载力
long pier I-shaped column
axial load ratio
ratio of height to sectional thickness of wall
ultimate bearing capacity
