2) normal section strength
正截面承载力
1.
In order to ensure the relibity of normal section strength of PRC structures,the principe of the secondary moment and the secondary axial force are analyzed,two kinds formulas of normal section strength of PRC structures are derived,and the conditions of the formulas are discussed.
为保证预应力混凝土(Prestressed Reinforced Concrete,PRC)结构正截面承载力的可靠性,分析了次弯矩和次轴力的产生原理,推导出了预应力混凝土结构两种形式的正截面承载力的计算公式,并进行了讨论。
2.
The formula for calculating normal section strength of flexural HFRC beams is presented.
给出了钢筋钢纤维高强混凝土受弯构件的正截面承载力计算公
3.
It is troublesome to calculate the normal section strength of SRC beams if using the original cross section.
如果直接按照这种截面计算劲性混凝土梁正截面承载力 ,工作比较繁琐 ,应用截面转换法可以有效地解决这一问题 ,同时还可以简化判定组合截面中性轴位置的过程。
3) normal section bearing capacity
正截面承载力
1.
Convenient calculation method for normal section bearing capacity of reinforced concrete beams subjected to bending;
钢筋混凝土受弯构件正截面承载力简便计算法
2.
According to GB50010-2002 Code for design of concrete structures, the normal section bearing capacity of reinforced concrete beam subjected to single bending is determined.
根据GB50010—2002《混凝土结构设计规范》规定的单向受弯构件正截面承载力计算方法确定梁的单向受弯正截面承载力。
3.
A set of more accurate and reasonable formulas for calculating normal section bearing capacity of steel reinforced concrete (SRC) beams is derived based on the introduction to the simple and ordinary superposition methods of computing the normal section bearing capacity of the SRC beams, the defects of these methods are also analyzed.
在对钢骨混凝土 (SRC)梁正截面承载力计算方法即简单叠加法和一般叠加法进行介绍的基础上 ,分析了这些计算方法存在的不足和缺陷 ,研究并推导出了一组更为精确和合理的SRC梁正截面承载力的计算公式 ,并将这一新的计算方法与简单叠加法和一般叠加法进行了对比分析和讨论 ,阐述了其存在的突出优点。
4) cross-section bearing capacity
正截面承载力
1.
The calculation method of SRLC beams cross-section bearing capacity is put forward for reference to design the beams.
对劲性轻骨料混凝土梁的正截面承载力进行了试验,并用《钢骨混凝土结构设计规程》(YB9082—97),《型钢混凝土组合结构技术规程》(JGJ138—2001)和ANSYS软件对其进行了计算分析。
2.
In order to further study the mechanical properties of eccentrically-loaded column of square steel tube filled with steel-reinforced concrete,authors used superposition method to deduce the calculation formula of cross-section bearing capacity under yield conditions of both compressional and tensile regions of steel tube and steel-reinforced.
为了进一步研究方钢管-钢骨混凝土偏心受压柱的力学性能,采用叠加法推导了其在钢管、钢骨受拉、受压区屈服条件下的承载力计算公式;分析了长细比、偏心率、套箍率、配骨率等参数对偏压构件承载力的影响;通过算例对偏压柱正截面承载力的计算过程进行了演示。
5) flexural strength
正截面承载力
1.
Calculation of flexural strength for high-strength concrete columns reinforced with circular steel tubes;
圆钢管增强高强混凝土柱正截面承载力计算
2.
Based on the experimental study of three groups of reinforced concrete columns subject to axial compression and bending,this paper analyzes the effect of using continuous carbon fiber sheet for reinforcing the flexural strength and failure mode of these specimens.
分析了采用不同粘贴方式和粘贴层数的碳纤维布补强加固的钢筋混凝土柱在正截面承载力和破坏形态等方面的变化情况。
补充资料：正受三昧
【正受三昧】
（术语）三昧一译正受。正受三昧者，梵汉双举也。
（术语）三昧一译正受。正受三昧者，梵汉双举也。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条