1) steel reinforced concrete model column
型钢混凝土模型柱
2) steel reinforced concrete column
型钢混凝土柱
1.
This article illustrates the design pattern and the node design characteristic of the tall frame-supported shear wall structure base steel reinforced concrete column,and propose the key question and the technical measure in design concerning project practice.
通过对某高层框支剪力墙结构底部型钢混凝土柱的设计情况和节点设计特点的阐述,结合工程实践,提出了设计中值得注意的关键问题以及技术措施。
2.
Based on the test data of 61 steel reinforced concrete columns,a model with 5 input layers,6 implicit layers and 1 output layer(5-6-1) is developed to analyze the influence of various parameters on displacement ductility by the principle of back propagation(BP) neural network.
通过对61根型钢混凝土柱试验数据的整理,利用神经网络原理建立5-6-1型反向传播(BP)神经网络模型,分析不同参数对型钢混凝土柱位移延性系数的影响。
3.
The main technical problem of the construction technology of super high as-cast-finish steel reinforced concrete column is formwork construction.
超高清水型钢混凝土柱的施工工艺主要体现在模板工艺上,选择合理的模板体系进行模板设计、施工是超高清水型钢混凝土柱施工的关键环节。
3) SRC column
型钢混凝土柱
1.
Influence of steel placement eccentricity on bearing capacity of SRC columns
型钢偏心对型钢混凝土柱承载力的影响
2.
A calculation formula with a clear and definite physical meaning is derived for the limit value of the axial compressive ratio of SRC column,the result out of which is in agreement with the limit value of the axial compressive ratio of reinforced concrete column precscribed by "code for design of concrete structures".
文章推导出了具有明显物理意义的型钢混凝土柱轴压比限值的计算公式,且其结果与《混凝土结构设计规范》中规定的钢筋混凝土柱的轴压比限值有很好的吻合度。
3.
Based on study of the experiment, The patterns and reasons of bonding failure of SRC columns are gived,the principle of shear resistance is ana- lyzed.
本文分析型钢混凝土柱发生粘结滑移试验的受剪承载力,认识了型钢混凝土柱粘结滑移的破坏形态及破坏过程。
4) steel reinforced concrete columns
型钢混凝土柱
1.
Study on the displacement ductility index of steel reinforced concrete columns;
型钢混凝土柱位移延性系数研究
2.
The Finite Element Analysis on Hysteretic Characteristics of Steel Reinforced Concrete Columns;
型钢混凝土柱滞回特性的有限元分析
3.
The numerical calculation theory of the 3D temperature field is introduced,and based on the defini-tion of the thermal properties of steel and concrete under the elevated temperature,the 3D temperature field of steel reinforced concrete columns under fire is analyzed by the finite element analysis software ANSYS.
介绍了三维温度场数值计算的基本原理,在确定高温下钢材和混凝土的热工性能的基础上,应用ANSYS有限元分析软件对火灾下型钢混凝土柱三维温度场进行了计算。
5) steel reinforced concrete(SRC) column
型钢混凝土柱
1.
The equivalence of the boundary condition is discussed by analyzing the results of 5 steel reinforced concrete(SRC) columns subject to cyclic loadings,which are respectively fixed at two ends or pin-restrained at two ends.
以5个型钢混凝土柱的拟静力试验为考察对象,其边界约束条件分别为两端固支与两端铰支,对比了试件骨架曲线形状、控制点以及滞回曲线特征,并结合力学模型进行数值分析。
2.
This paper studies bond slip behavior of steel reinforced concrete(SRC) columns under constant axial load and cyclic reversed horizontal load.
通过在型钢翼缘外侧布置电阻应变片和滑移传感器,对轴力和反复水平荷载作用下型钢混凝土柱的粘结滑移性能进行了试验研究。
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条