1) shear link
剪切耗能段
2) shear-type energy-consuming beam section
剪切型耗能梁段
3) link beam
耗能梁段
1.
The paper also investigates the influence of different parameters such as the length of link beam and height-to.
采用梁单元与壳单元相结合的非线性有限元模型,对K型偏心支撑钢框架进行弹塑性时程分析,研究耗能梁段的长度、腹板高厚比和加劲肋间距的变化对K型偏心支撑钢框架结构抗震性能的影响,提出了相应的抗震设计建议。
2.
Through the finite element model combing both the shell element and beam element,the paper makes an elastic-plastic time history analysis of the seismic behavior of the Y-eccentrically braced steel frame to study how the change of parameters such as length of link beam and height-thickness ratio of web influences the properties of structural seismic-resistance.
采用梁单元与壳单元相结合的非线性有限元分析模型,对Y型偏心支撑钢框架进行弹塑性时程分析,研究耗能梁段的长度和腹板高厚比的变化对结构抗震性能的影响,提出了相应的抗震设计建议。
3.
Because link beams are separated from framing cross beams, Y-eccentrically braced steel frame has more special characters and will be applied widely in the future.
Y型偏心支撑钢框架由于耗能梁段与框架横梁相互独立,除具有偏心支撑钢框架的共性外,还具有许多独特优点,有着广阔的应用前景。
4) Link
[英][lɪŋk] [美][lɪŋk]
耗能梁段
1.
The domestic and foreign study on the Eccentrically Braced Frames mainly focused on a single link, but seldom regarded the over-all behavior of the frame.
但国内外对偏心支撑钢框架的研究主要是集中在单根耗能梁段,而对于框架整体的研究很少。
2.
The D-type Eccentrically braced steel frame in which the link connects column directly is a very common structural form.
D 形偏心支撑钢框架是偏心支撑结构中一种常用的结构形式,其耗能梁段与柱直接相连,为了满足抗震设计要求,需要对梁柱连接节点进行加强。
3.
Research on Some Issue of Link-to-column Connection in Steel Eccentrically Braced Frames;
偏心支撑框架可分两大类,一类为耗能梁段位于两支撑之间,另一类为耗能梁段的一端与柱相连。
5) active beam link
耗能梁段
1.
Then, on the basis of the simplified yielding model of active beam link, which is the key component of EBSF, the defor.
然后从该结构中的最关键构件---耗能梁段的简化屈服模型入手,研究其在外荷载作用下的变形机制及几何关系式,并由此提出了耗能梁段的较理想的屈服机制。
补充资料:十报恩 赠段先生 折段字起
【诗文】:
公物外好生涯。火相逢结大砂。女盘桓看大药。牛哮吼戏灵葩。云铺地丹炉赫,子观天碧眼华。有三生君省悟,中无事步烟霞。
【注释】:
【出处】:
公物外好生涯。火相逢结大砂。女盘桓看大药。牛哮吼戏灵葩。云铺地丹炉赫,子观天碧眼华。有三生君省悟,中无事步烟霞。
【注释】:
【出处】:
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