摘要
通过对三角形荷载作用下,7根不同跨高比无腹筋梁的抗剪试验,揭示了梁的抗剪性能和变化规律,详细分析了各种现象及产生的原因,并提出了基本计算公式.
Seven reinforced concrete beams with different span depth ratios but all without web reinforcement,are tested for shearing under triangle load.The test results show the shear behavoirs of the beams and their varying laws.Some phenomena and their producing causes are analyzed.And the fundamental calculation formulas are also presented.
出处
《武汉水利电力大学学报》
CSCD
1998年第3期35-39,共5页
Engineering Journal of Wuhan University
基金
水利水电基金