semi-rigid connection

基本解釋

In comparison with the condition of rigid connection, the influence of semi-rigid connection to effective length factor of columns has been analyzed quantitatively.
通過與剛性連接情況的比較，定量的分析了半剛性連接對框架柱計(jì)算長度的影響。
Semi-rigid jointed steel frame design is more complex than rigid frame because of the difficulty to calculate the characters of bending moment and rotated angle of semi-rigid connection.
半剛性連接的彎矩轉(zhuǎn)角特性的計(jì)算困難使得半剛性鋼框架設(shè)計(jì)比剛性框架設(shè)計(jì)復(fù)雜得多。
As its special property, such as permission of web buckling behavior and semi-rigid connection, is different from other structural systems, it is necessary to study on its seismic behavior.
由于門式剛架自身的特殊問題，如允許構(gòu)件腹板局部屈曲和半剛性連接等不同于其他結(jié)構(gòu)的受力特點(diǎn)，因此，急需開展這種結(jié)構(gòu)形式的抗震性能研究。

半剛性連接
In fact, all connections of the steel structures are belong to semi-rigid connection.
而實(shí)際全部使用的連接都是介于剛性與理想鉸接之間的半剛性連接。
半剛性節(jié)點(diǎn)
Therefore, the influences of semi-rigid connection on steel frame structure are fully taken into account in the analysis and design of steel frame.
因此，在鋼框架的分析和設(shè)計(jì)時(shí)應(yīng)充分考慮半剛性節(jié)點(diǎn)連接的影響。
節(jié)點(diǎn)半剛性
Therefore, during the structure analysis and design, we should consider the effect of semi-rigid connection.
因此，在結(jié)構(gòu)分析和設(shè)計(jì)中應(yīng)按兩端節(jié)點(diǎn)半剛性建立力學(xué)模型。
交通運(yùn)輸工程
半剛性連接
Connection in steel structures is divided into rigid connection, semi-rigid connection and ideal pin connection。
鋼結(jié)構(gòu)的連接可分為剛性連接、半剛性連接、理想鉸接。