reinforced beam

The principle of Brillouin optical time domain reflectometer ( BOTDR) is introduced and its application to the strain monitoring of the strain distribution of the reinforced concrete beam is studied.

介绍了布里渊光时域反射计（BOTDR）的分布式光纤应变测量原理，并应用BOTDR技术对钢筋混凝土T型梁加载后的应变分布进行了测量。

Study on a type of reinforced bar transmitting force's joint of composite beam and continuous compound spiral hoop reinforced concrete column

连接钢筋传力的组合梁及连续复合螺旋箍混凝土柱节点的研究

A new method of designing the reinforced concrete rectangle beam height

一种新的钢筋混凝土矩形梁截面高度设计方法

This article deals with the composite action between bressummer and wall on it in wall beam, and puts forward discussion and proposal to the calculation method in current national code. Besides it introduces the preliminary test result of reinforced masonry wall beam of concrete hollow block.

对墙梁中托梁与墙中的组合作用进行了论述，并对国家现行规范中的计算方法提出探讨和建议，同时介绍了配筋混凝土空心砌块砌筑墙梁的初步试验结果。

Steel I-Beam Bridge with reinforced concrete deck Experimental Reasearch on Static Behavior of I-Beam with a Rectangular Steel Tube Top Flange

工字钢梁混凝土面桥上翼缘为矩形钢管的工字形梁静力性能的实验研究

This paper carried out nonlinear finite element analysis of Reinforced concrete two-way thin-slab of frame construction, which received uniformly distributed load and four sides supported with spring beam in the normal stage.

本文对正常使用状态下，框架结构中承受均布荷载的，周边为弹性支撑梁的钢筋混凝土双向薄板进行了非线性有限元分析。

The box-type beam composed of steel beam and reinforced concrete plate ( now called composite beam for short) in Suo Huang He Bridge is the first new type composite beam developed recently in our country.

琐簧河大桥中钢梁与钢筋混凝土板箱型结合梁（以下简称结合梁）是我国新研制的第一孔新型结合梁。

Experimental Study on Bearing Capacity and Reliability Analysis of Reinforced Concrete Simple Support Beam after Fire Damage

火灾作用后RC简支梁抗弯承载力试验研究和可靠度分析

At present, the method for determining anchorage angle of foundation beam with prestressed anchor-cable is usually the same as that in the prestressed anchorages engineering. Therefore, some slopes cannot be reinforced efficiently by foundation beam with prestressed cable because of the unreasonable designed anchorage-angle.

在现有预应力锚索地梁设计中一般直接沿用预应力锚索的锚固角确定方法，而工程中时有因锚索锚固角设计不合理导致结构工程失效的事例。

Based on the theory of heat conduction, the temperature field in concrete member had been simplified for calculation and the simple method had been put forward to calculate the flexural capacity of reinforced concrete beam after fire.

在热传导理论基础上，简化了钢筋混凝土梁内部温度场的计算过程，提出了一种高温后钢筋混凝土梁剩余抗弯承载力的简化计算方法。