1) ratio of energy of beam to column
梁柱耗能比
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) active link
耗能梁
1.
In order to promote its development in China,the classification of active link and its effect on the working performance of EBFs were discussed.
为了推广这种体系,详细介绍了耗能梁的分类、耗能梁对偏心支撑结构的作用、多层钢框架中弯曲型耗能梁——偏心支撑钢结构体系在弹性阶段对侧移的控制及设计。
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。
6) specific energy consumption
比能耗
1.
The paper features experimental data by single-factor experiment which takes the cutting drum parameters of obviously affecting specific energy consumption as variables.
截割比能耗是衡量采煤机滚筒设计优劣的重要指标之一。
2.
The example of multi-objective optimization design shows that load fluctuation and specific energy consumption of cutting head are evidently reduced, which increase working reliability and energy utilization quotiety of roadhea.
优化实例表明,截割头的载荷波动和比能耗得到了明显降低,提高了掘进机的工作可靠性和能量利用率。
3.
According to the mechanics model of single pick, the mathematic model of optimized design based on load torque fluctuation and specific energy consumption of cutting head is built to search optimum kinematic parameters of roadheader by means of computer simulation.
根据单个截齿受力模型,采用计算机模拟的方法建立了基于截割头负载转矩波动和截割比能耗最小的优化设计数学模型,寻求最优的掘进机运动参数。
补充资料：钢筋混凝土明牛腿梁柱节点疲劳试验
钢筋混凝土明牛腿梁柱节点疲劳试验
腾 钢筋混凝土明牛腿梁柱节点低周疲劳试验
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