1) section strength
截面强度
1.
An object-oriented programming approach to conduct design of limit section strength of reinforced concrete members is presented in the paper.
所有基于平截面假定并以边缘混凝土达到极限压应变为破坏标志的极限状态设计原则的正截面强度计算，均可统一在该算法内。
2) diagonal section intensity
斜截面强度
1.
According to the experiment of anti-dynamic load of prestressed concrete beam with diagonal section intensity test and other related prestressed concrete structure dead load design methods,this paper proposed the calculation method of prestressed concrete beam with diagonal section and bearing capacity design.
根据预应力混凝土梁抗动载斜截面强度试验和其它相关的预应力混凝土结构静载设计方法,提出了预应力混凝土梁斜截面承载力设计计算方法。
3) normal section strength
正截面强度
1.
Calcula tion of their normal section strength is more com plex.
钢筋混凝土双向受弯构件广泛应用于一般工业、民用、公共建筑及桥梁结构中，其正截面强度计算比较复杂。
2.
In the formulas proposed in this paper for calculating normal section strength of small eccentric compression memhers, anial compressive strength“fc” is adopted instead of flexural strength“fm”to agree with the damage pattern of members.
本文提出在小偏心受压构件正截面强度计算中，取消弯曲抗压强度ｆｃｍ（Ｒｗ），采用轴心抗压强度ｆｃ，这与构件的实际破坏形态相符。
4) shearing strength of the diagonal section
斜截面抗剪强度
5) positive section bend strength
正截面抗弯强度
1.
To work out the positive section bend strength of this framework, it applies an equivalent fictile extent measure, which can be covered in the related theoretical research, to calculating the ultimate stress.
简要介绍了无粘结预应力混凝土结构的特点,在无粘结预应力混凝土结构正截面抗弯强度计算时,推荐应用等效塑性区方法计算极限应力,为应用无粘结预应力混凝土技术提供了一个理论研究方向。
补充资料：表光合强度(见光合强度)
表光合强度(见光合强度)
forecast of sowing or transplanting time
b iaoguanghe qiangdu表光合强度见光合强度
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