The simulated ultimate load formula and double-control design method of slender eccentrically compressed reinforced concrete member were proposed by nonlinear finite element simulation analysis.
并通过非线性有限元模拟分析，给出了细长钢筋混凝土压杆的极限承载力表达式以及由此确定的双控设计法。
The simulated ultimate load formula and double-control design method of slender eccentrically compressed reinforced concrete member were proposed by nonlinear fi...
并通过非线性有限元模拟分析，给出了细长钢筋混凝土压杆的极限承载力表达式以及由此确定的双控设计法。
The simulated ultimate load formula and double-control design method of slender eccentrically compressed reinforced concrete member were proposed by nonlinear finite element simulation...
并通过非线性有限元模拟分析，给出了细长钢筋混凝土压杆的极限承载力表达式以及由此确定的双控设计法。
The slender rod (1) is a metallic member with identical thickness to maintain rigidness thereof, and can be provided with a variety sections.
所述细杆（1）为厚度一致的金属件，以保持其刚性，它可 以设置有各种截面。
The slender rod (1) is a metallic member with identical thickness to maintain rigidness thereof, and can be provided with a variety sections.
所述细杆（1）为厚度一致的金属件，以保持其刚性，它可 以设置有各种截面。
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