1) link
[英][lɪŋk] [美][lɪŋk]
消能梁段
1.
In order to draw a conclusion of the energy dissipation property of the link in eccentrically braced frame(EBF), this paper analyses the link in different yield states and presents a method.
对偏心支撑框架消能梁段在不同屈服状态下耗能的计算方法进行了分析 ,对空间杆单元刚度方程的建立进行了理论推导 ,并对结构整体刚度方程的求解步骤进行了详细阐述 ,指出该计算方法的应用
2.
The design methods of the link including confirmation of its length and cross section,design of its rib stiffener,design of its connection and lateral braces are emphasized.
着重阐述了消能梁段的设计方法 ,其中包括消能梁段的长度确定和截面选择 ,消能梁段的腹板加劲肋、连接和侧向支撑的设计。
2) 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。
3) 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。
4) 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。
5) energy dissipation section
消能段
补充资料：得食能消
【得食能消】
谓菩萨于诸梵行，精进无怠，而于饮食，不节不恣，是以食已即消，而无停滞之患也。
谓菩萨于诸梵行，精进无怠，而于饮食，不节不恣，是以食已即消，而无停滞之患也。
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