This can provide reference for design calculating of eccentric compression bearing capacity of multi-function concrete hollow block masonry.
可以为多功能混凝土空心砌块砌体偏心承载力的设计计算提供参考。
Based on the experimental study and elastic-plastic FEM analysis of composite masonry walls, a simplified formular for axial compression bearing capacity is suggested.
在组合墙体试验和弹塑性有限元计算分析的基础上，建议了组合墙体轴心受压极限承载力简化计算公式，公式具有较好的精度，可供设计时参考。
The bearing capacity formulas of the joints under compression were also found out by the energy method and experimental method.
基于能量法原理建立了受压节点承载能力的理论表达式，得到了其极限载荷的上限理论解。
Experimental results show that the bearing capacity of medium weathered soft SLATE foundation from uniaxial compression strength of rock is much smaller than that from in-situ test.
室内岩石试验结果表明，按岩石饱和单轴抗压强度乘以折减系数确定的岳阳市城区中风化软质岩石地基的承载力远低于岩石地基的实际承载力。
On the condition that same axial compression ratio, bearing capacity and stiffness of RC frame columns increases with concrete strength grade after the construction member achieve yield strength.
相同轴压比条件下，构件达到屈服荷载后，构件的承载力和刚度都随混凝土强度等级的增大而提高。
Then, the calculational method on the bearing capacity of split columns under axial compression is brought up.
最后提出了分体柱轴心受压承载力的简易计算方法。
The results of prototype tests and compression test under different test parameters show that the JC-1 method is the one with high bearing capacity of groundsill and high speed of construction.
对不同提升速度条件下，桩芯抗压试验结果和复合地基静载试验结果进行了对比分析。
Based on theoretical method and test results, the indexes of bearing capacity of concrete filled steel tube subjected to axial compression and pure bending are discussed.
在数值计算和试验研究成果的基础上，探讨了钢管混凝土轴压强度承载力和抗弯承载力指标取值问题。
The ductility of the specimens is decreased and the ultimate bearing capacity is increased by raising axial compression ratio.
随着试件轴压比的提高，试件延性降低，极限承载力增加。
You Mingqins, Hua Anzeng. Fracture of rock specimen and decrement of bearing capacity in uniaxial compression. Mechanics and Engineering, 1998, 17 (3) : 292 -296. [J].
[10]尤明庆，华安增。岩石试件单轴压缩的破坏形式与承载力的降低[J]。岩石力学与工程学报，1998,17 (3)：292 - 296。
You Mingqins, Hua Anzeng. Fracture of rock specimen and decrement of bearing capacity in uniaxial compression. Mechanics and Engineering, 1998, 17 (3) : 292 -296. [J].
[10]尤明庆，华安增。岩石试件单轴压缩的破坏形式与承载力的降低[J]。岩石力学与工程学报，1998,17 (3)：292 - 296。
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