Beams的例句大全

This paper is based on reinforcement ratio of longitudinal tensile steel with yield point in flexural reinforced concrete beams, and through theoretical analysis and economic comparison, a reasonable reinforcement ratio of longitudinal tensile steel for reinforced concrete beams is presented.

该文仅从有屈服点钢筋在钢筋混凝土梁内纵向配筋率入手，通过理论分析、经济比较，研究确定钢筋混凝土受弯构件-梁的合理纵向配筋率。

Based on the results of four-point bending tests of 14 RC test beams with different areas of CFRP strips, areas of steel tension bar and different lengths of CFRP, this thesis studies the flexural performance of the RC beams with near surface mounted CFRP strips.

本文对14根钢筋混凝土梁试件进行了四点弯曲加载试验，考虑加固量、纵筋配筋率和嵌贴长度的影响，重点研究了表层嵌贴CFRP板的抗弯加固承载力。

The failure modes by shear of recycled aggregate concrete beams without stirrups are similar to the natural aggregate concrete beams without stirrups. Three failure types of recycled aggregate concrete beams are diagonal tension 、 shear-compression and diagonal compression.

再生混凝土无腹筋梁的破坏形式与普通混凝土无腹筋梁的破坏形式并无本质区别，仍然是斜拉破坏、剪压破坏、斜压破坏三种破坏形态。

Bonding a strengthening plate to the tension face is an effective technique to repair reinforced concrete beams.

在受拉区表面粘贴加强片是加固混凝土梁的一种有效方法。

Stress distribution laws of concrete nodes of beam tension face and CFRP nodes and load-stress of reinforcing bar and CFRP sheets are analyzed for beams strengthened with prestressed CFRP sheets.

分析了预应力碳纤维布加固梁中受拉底面混凝土和碳纤维布节点的应力分布规律、以及钢筋与碳纤维布的荷载-应力关系。

After prestressed Glass-Fibre-Reinforced-Polymer ( GFRP) plates were bonded on the tension face of RC beams, two distributing kinds of GFRP plates were bonded on the sides of the beams to improve shear capacity of RC beams.

先通过预张玻璃钢板（Glass-Fibre-Reinforced-Polymer，简称GFRP）粘贴于混凝土梁受拉面，后在梁侧面用GFRP板进行剪切补强试验；

The results generally indicate that the flexural strength of the repaired beams is increased, but the ultimate load of beams with tension delamination failure is reduced relatively.

试验结果表明，玻璃纤维布加固的钢筋混凝土梁抗弯承载力显著提高，发生剥离破坏的试验梁极限荷载相对地有所降低。

A general equation for determining the neutral axis in partially prestressed concrete T or I Section beams with tension and compression reinforcement is presented in this paper.

本文导出了最一般的双筋T形或工形截面部分预应力砼梁开裂后截面中和轴高度的基本方程，并对其作了分析讨论。

Deformation of Tension-Measuring Roll Formed by Beams of Pieces Construction

分片叠合梁式张力检测辊的变形研究

Analysis of Shear Strength of Reinforced Concrete Beams with Inclined Tension Side

受拉边倾斜的钢筋砼梁受剪承载力的解析解

The basic concept suggested by the second author in 1984,1986 have been extended to apply to beams with inclined tension side and the shear strength of such beams has been analyzed in this paper.

本文将蒋大骅（19841986）提出的基本概念推广到受拉边倾斜的钢筋砼梁，对其受剪承载力进行了研究。

Linear Complementary Method for Static Analysis of Beams on Tensionless Winkler Foundation

无拉力Winkler地基梁静力分析的线性互补法

Solution of beams on tensionless Winkler foundation by Fourier series and method of successive substitution

用富氏级数及迭代法解无拉力温克勒尔地基上的梁

In this paper, the bending problem of unbonded contact of beams on tensionless winkler foundations is investigated by sine series and principle of minimum potential energy.

利用正弦级数和最小势能原理，解答了无拉力Winkler地基上梁的脱离问题。

Algebric solution of tensor ABCD law for transformation of axially-asymmetric beams

非轴对称光束变换张量ABCD定律的代数解

Effects of Low Energy Ion Beams Implantation on Imbibition of Soybean Seeds at Low Temperature

低能离子注入对大豆种子吸胀冷害的影响

Long Term Deformation Analysis of Shrinkage and Creep of Steel-Concrete Composite Beams

钢-混凝土组合梁收缩和徐变的影响分析和计算

The relations between Ultrasonic parameters and damage evolution are obtained by test, which include cube and prism specimens with different w/ c ratios and notched concrete beams with different depth, and the mechanic of concrete destruction is testified.

通过试验，得到了不同水灰比的立方体和棱柱体试块以及不同开口缝深的缺口梁的损伤演变与声学参数（声速和波幅）的关系，验证了混凝土损伤破坏机理。

Fatigue Test of Connection between Floor Beams and Monolithic Joints

轨道横梁与整体节点连接的疲劳试验

Effect of Higher Order Modes on Chaotic Vibration of Buckled Elastic Beams

高阶模态对弹性屈曲梁混沌运动的影响