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形梁

网络T-beam; H-beam; ell-beam L

形梁

网络释义

形梁

T-beam

建筑结构英语常用词汇 - 豆丁网 ... 吊车梁 Crane girder T 形梁 T-beam 柱 Column ...

H-beam

建筑专业词汇(精华英汉全集） ... "hau to" “后土” H-beam Ｈ形梁；工字梁 I block Ｉ型大厦 ...

ell-beam L

石油词汇英语翻译(EF) ... elkhornite 拉辉正长岩 ell-beam L 形梁 ell. 弯管 ...

tbart

转载机械英语铸造锻造机加工热处理 -... ... manganese 锰 tbart 形梁 tbeamt 形钢 ...

N-girderN

航海及海运专业英语词汇 N组_百度文库 ... N-girder N 形梁 N-girderN 形梁 N-P junction NP 结 ...

例句：

The utility model relates to an elevated track and in particular relates to a U-shaped girder for an elevated track.

本实用新型涉及高架轨道，尤其涉及高架轨道 U 形梁。

It carries out the numerical and experimental prediction model of welding deformation on the beam of thin wall box .

通过试验和理论的结合，对薄壁箱形梁的焊接变形进行了预测。

The spline Ritz method was proposed and used to analyse the shear lag effect of box girders .

结合样条函数和里兹法提出薄壁箱形梁剪力滞效应计算的样条里兹法。

When box beam is bent , the assumption that the section is plane is not satisfied and the shear lag is produced .

箱形梁弯曲时，平截面假定已不能满足要求，产生剪力滞效应。

From the experimental result , the proposed strut -and-tie model for analyzing T-sectional and rectangle beams is fairly accurate .

由实验得知，无论矩形梁或 T 形梁，以压拉杆模式作为短梁之预测剪力分析，其结果还算准确。

Numerical simulation is applied to analyze the coefficient of shear lag effect .

理论分析了箱形梁剪力滞效应产生的原因；

Then the modem design method-optimum design to box girder is adopted by two methods (including finite element method).

用两种方法（包含有限元分析方法）对箱形梁桥架进行优化设计。

A new nonlinear analysis model of reinforced concrete curved box girders is established .

建立了一种钢筋混凝土曲线箱形梁非线性分析的计算模型。

The shear lag in the curve box beams is analyzed by calculating with ANSYS .

运用 ANSYS 进行计算，对曲线箱形梁桥的剪力滞进行分析。

Now we sometimes name things after the letters of the alphabet they resemble : a U -turn , an I-beam , a T-square, an S-bend, and so on.

我们现在命名事物的时候，总喜欢用相似的字母来描述：比如 U 形转弯，I 形梁，S 形曲线等等。

Shear walls and the walls of the hollow box beam will be approximately 50 cm thick .

剪力墙和空心箱形梁的墙厚约 50 厘米。

A Simple Method for Calculation of Torsion Resistance of a Skewed Simple Support Box Beam

斜交简支箱形梁截面抗扭简易计算方法的探讨

Calculation Analysis of the Creep Characteristics of Reinforced Concrete T-section Beams Strengthened with CFRP

碳纤维布加固 T 形梁徐变特性的计算分析

Shaking table test of a high building with box beams and concrete encased steel columns as transformation floor

转换层采用箱形梁与格构式钢骨混凝土柱的高层建筑振动台试验研究

Experimental research on joint behavior of H -section beams with flanges and end -plates connected by non-completely penetrated welds

H 形梁翼缘与端板非全熔透焊接的节点性能试验研究

Experimental study on stress distribution in central section of box-girder span resulted from force transfer in anchoring

箱形梁传力锚固阶段跨中截面应力分布试验研究

Experimental study on bending bearing capacity of reinforced concrete T -section beams strengthened with CFRP

特殊荷载作用下钢筋混凝土桥 T 形梁碳纤维加固的抗弯试验研究

Measurement of Fracture Toughness of Plasma Sprayed Mo Coatings Using A Tapered Double Cantilever Beam Method

用顶端收缩的双悬臂斜形梁试样研究等离子喷涂钼涂层的断裂韧性

Application of inherent stress concrete channel beam and its research

预应力混凝土槽形梁应用及研究综述

Experimental study on reinforced concrete T-beams strengthened with prestressed CFRP sheets

预应力碳纤维布加固钢筋混凝土 T 形梁的试验研究

Temperature deformation control in cantilever construction of box girder bridge

大跨度预应力混凝土箱形梁桥悬臂施工中温度变形控制

Research of hydration temperature field and temperature control in double-line railway box girder bridge

双线铁路箱形梁水化温度场及温控研究

Design and Construction of Combined Scaffolding System for Long-Span Continuous Channel Girder

大跨连续槽形梁混合支架体系的设计与施工

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