摘要
对L、T和十形柱抗剪承载力进行试验研究,在试验的基础上,对规范中T形柱抗剪承载力公式的安全性和可靠性进行验证,对L形和十形柱的抗剪承载力进行深入研究,给出了可供实际工程设计使用的偏下限抗剪承载力公式,与试验结果比较,证明安全可靠。
The shear bearing capacities of L, T and 十-shaped colmnns are experimentally studied. Based on reliability of the formulas for T-shaped columns given in Code GB50010-2002 is verified, the test results and lower limit equations for calculating the shear-bearing capacities of L and 十-shaped columns are provided. Good agreement is achieved between theoretical and test results.
出处
《土木工程学报》
EI
CSCD
北大核心
2005年第7期34-38,60,共6页
China Civil Engineering Journal
关键词
L形柱
T形柱
十形柱
抗剪承载力
偏下限公式
L-shaped column
T-shaped column
十-shaped column
shear-beating capacity
low-limit equation
