1) end-fixed factor
端部约束系数
2) end restraint
端部约束
1.
As the main load-carrying and lateral force resistant member of media-storey structure, the performance of its end restraint effects greatly on the whole wall.
本文对3片采用端部约束的配筋砌块砌体剪力墙以及1片无端部约束的对比墙片进行了低周反复荷载试验,了解了该类墙片在水平往复荷载作用下的受力性能、变形能力、破坏过程及破坏形态,并对芯柱钢筋应变、端部箍筋应变、砌块表面应变、墙片侧向变形及墙片所承受的水平荷载进行了试验全程的记录。
3) restrained beam
端部约束梁
5) restricted coefficients of equation
系数约束
6) restraint coefficient
约束系数
1.
A variance about restraint coefficient between the results of the calculating formula and the experimental data is caused by the change of the grow-up law in elastic modulus of concrete in the early age.
将约束系数现有公式的计算值与试验值进行对比,分析了产生差异的原因,主要是混凝土弹性模量增长趋势发生变化所致。
2.
According to the tests,the relational expressions of compressive strength,peak strain of confined concrete and stirrup characteristic values,stirrup effective restraint coefficient were regressively analyzed,and the calculation formula of ultimate bearing capacity was presented for axially loaded short L-shaped columns confined with stirrups.
在此基础上通过试验回归分析了箍筋约束混凝土的抗压强度、峰值应变与配箍特征值、箍筋有效约束系数的关系表达式,并建立了箍筋约束混凝土L形截面短柱的轴心受压承载力计算公式。
3.
It was analyzed how did the compressive strength of confined concrete change with the stirrup characteristic values and the stirrup effective restraint coefficient.
分析了轴心受压下T形截面柱箍筋约束混凝土的强度随配箍特征值、箍筋有效约束系数的变化规律,结果表明T形截面柱箍筋约束混凝土的抗压强度随配箍特征值、箍筋有效约束系数呈非线性关系。
补充资料：带式输送机端部破碎机
带式输送机端部破碎机
带式输送机端部破碎机象塑
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