flexural capacity

基本解釋

Shear connection degree has an effect on the flexural capacity and deflection of composite beams.
部分剪力連接對組合梁的受彎極限承載力和變形均有影響。
Based on the test results and theoretical analysis, the calculation method of flexural capacity of the hybrid reinforced concrete beams is presented.
依據(jù)實(shí)驗(yàn)結(jié)果和理論分析，提出了混雜配筋混凝土梁抗彎承載力計(jì)算方法。
It is researched that the ultimate flexural capacity of external prestressed composite steel-concrete beams in ultimate limit state of carrying capacity, and the relevant formula are derived.
研究了體外預(yù)應(yīng)力鋼-混凝土組合梁在承載能力極限狀態(tài)下的抗彎承載能力，提出了相應(yīng)的計(jì)算公式。

抗彎承載力
Subsequently, the effect of the end restraint on the flexural capacity is analyzed.
本文還分析了配筋砌塊砌體剪力墻端部約束對其抗彎承載力的影響。
受彎承載力
正截面承載力
抗彎性能
From analyzing the result of experiment to know, it can effectively raise the out-of-plane flexural capacity of brick wall by strengthening with GFRP.
由試驗(yàn)結(jié)果分析知，采用GFRP復(fù)合材料對帶壁柱磚墻進(jìn)行加固，可以有效地提高磚墻的平面外抗彎能力，即可以提高磚墻的極限承載力，從而提高磚墻的平面外受荷性能。本文主要研究豎向荷載、GFRP布的加固量和磚砌體的強(qiáng)度三個因素對加固磚墻平面外抗彎性能的影響。
交通運(yùn)輸工程
抗彎承載力
Based on these, the research on the Flexural Capacity of Prestressed steel and concrete composite beams is presented.
基于此,本文就預(yù)應(yīng)力鋼-混凝土組合梁的抗彎承載力進(jìn)行了研究。
受彎承載能力
受彎承載力