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- Calculation of bearing capacity for steel reinforced concrete column subjected to large eccentric compression load 钢骨混凝土大偏心受压柱承载力计算
- eccentric compression load 偏心受压
- Simple Method of Nonlinear Stability Analysis of Reinforced Concrete Column Under Eccentric Compression Loading 任意截面钢筋混凝土偏压构件非线性稳定性分析的简化法
- NONLINEAR ANALYSIS OF STEEL-CONCRETE COMPOSITE MEMBER UNDER BIAXIAL ECCENTRIC COMPRESSION LOADING 钢-混凝土组合构件非线性分析
- Gauss Numerical Integration in Nonlinear Analysis of Reinforced Concrete Members under Eccentric Compression Loading 钢筋混凝土偏压构件截面非线性分析高斯积分
- Simple Calculation Method of Normal Cross Section Bearing Capacity of R. C. Colunm with Deformed Section Subjected to Biaxial Eccentric Compression Loading 异形截面钢筋混凝土柱双向偏心受压构件正截面承载力的简便方法
- members under eccentric compression axial load 偏压构件
- The development of high-pressure reforming was a major contributor to reducing the compression load. 高压转化对减少压缩的负荷是一个主要的贡献。
- Large compression load required Graphite rings precompressed to 4000 psi for effectiveness of all rings. 大压缩负荷需要经过4000psi压力预压的石墨密封环以加强所有密封环的密封效果。
- Sealing is achieved when compression load is high and packing forms a mass of low porosity and permeability (4,000 psi for graphite). 大负载。密封安装是在很高的压缩负载下进行,这样填料就会形成一块低多孔性和渗透性的材料(对于石墨压力达4,000 psi)。
- A Unified Computation-method for the Bearing Capacity of Norm al Cross Section of Special-shaped R. C. Columns Subjected to Double Eccentric Compressive Loadings 异形柱双偏压正截面承载力的统一算法
- It was shown by the experimental result that external coherence of GFRP could effectively improve their limit bearing capacity on large eccentric compression and componental ductility. 结果表明:外贴GFRP能有效提高大偏压的极限承载力和改善构件的延性;
- In result, the border line of large or small eccentric compression is sure, and cross-section capacity of eccentrically-loaded formulas of STSRHC in different eccentric compression is given. 结果确定了大小偏心的界线值,给出了不同偏心力作用下钢管-钢骨高强混凝土组合柱偏心受压正截面承载力公式。
- According to the analysis of experimental result, a practicable evaluation formula was presented for the GFRP-bound reinforced concrete columns sujected to large eccentric compression. 根据试验结果的分析,提出GFRP约束钢筋混凝土大偏压柱的实用计算公式,计算结果与试验结果吻合较好。
- Large compression load required Graphite rings precompressed to 4000 psi for effectiveness of all rings. Gland torque must be maintained after installation and in service to levels shown in manuals. 大压缩负荷需要经过4000 psi压力预压的石墨密封环以加强所有密封环的密封效果。安装使用后,必须保持压盖扭力,使其达到手册要求的水平。
- The equi-wide T-joint under bending and compression loads generated integral yield and then the load reached its maximum. 等宽管T型接头在弯矩和压缩载荷下,先发生整体屈服,后达到峰值载荷;
- shallow foundation and eccentric compression 浅埋偏压
- shear test under eccentric compression 偏压受剪试验
- In this paper, ultimate loading capacity of eccentric compressed timber column and elastic-plastic behaviour of the material of the cross section are considered. 按强度确定偏压木构件的极限承载能力,计算中考虑了构件的二阶弯矩和截面抗弯的弹塑性工作。
- Failure load of eccentric compression slender reinforced concrete column 细长钢筋砼柱偏心受压的破坏荷载