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1)  equivalent bending width
等效受弯宽度
2)  effective bending width
有效受弯宽度
3)  effective width
等效宽度
1.
Based on the effective width of strip footing and the plastic limit analysis theory,a variable static stress field and a lower bound solution of strip footing under combined loading were presented.
为了求解复合加载模式下条形基础的极限承载力,本文在塑性极限分析理论与Meyerhof"等效宽度"概念的基础上,构造了可变的静力许可应力场,推导了复合加载模式下条形基础承载力的下限解,给出了简易的承载力计算公式。
2.
Based on the Meyerhof′s effective width of strip footing and the plastic limit analysis theory,an upper-bound solution of strip footing under vertical,horizontal and moment loads due to combined loading is presented by constructing variable permissive moving field.
针对竖向荷载、水平荷载与力矩荷载共同作用下的条形基础,在塑性极限分析理论与Meyerhof"等效宽度"概念的基础上,构造可变的运动许可速度场,推导了复合加载模式下条形基础承载力的上限解。
4)  equivalent bending strength
等效抗弯强度
1.
Theoretical models of equivalent bending strength of ternary boride cermet cladding material when the clad is under press condition are built based on the position of the maximum extension stress and that of the maximum press stress respectively.
分别基于最大拉应力点和最大压应力点建立了三元硼化物金属陶瓷硬质覆层材料覆层受压时的等效抗弯强度理论模型,并进行了实例和试验研究。
5)  equivalent flexural rigidity
等效抗弯刚度
1.
The concept of the equivalent flexural rigidity of Functionally Gradient Materials (FGM)beams was presented for the first in this paper, and its formula was derived.
本文首次提出了梯度功能材料梁的等效抗弯刚度概念,并给出了其理论表达式。
6)  equivalent longitudinal bending rigidity
等效弯曲刚度
1.
The equivalent longitudinal bending rigidity of a shield tunnel is discussed in this paper,as traditional equivalent longitudinal rigidity continuity model doesn t consider the longitudinal joints which can influence the equivalent longitudinal bending rigidity,al- so it doesn t consider mode of lining ring erection which can influence the equivalent longi- tudinal bending rigidity.
本文围绕盾构法隧道纵向等效弯曲刚度问题,相对于传统等效连续化模型没有考虑纵缝对隧道纵向等效弯曲刚度的影响,也没有考虑隧道拼装方式对纵向等效弯曲刚度的影响,文中建立了五种纵向隧道模型,运用壳-弹簧模型对五种隧道模型的纵向等效弯曲刚度进行了研究,研究了隧道纵缝对隧道纵向等效弯曲刚度的影响,比较了不同管片拼装方式对隧道纵向等效弯曲刚度的影响,并与现有研究作了比较,对盾构管片的设计具有一定的指导作用。
补充资料:等效
1.效用相同。
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