耗能梁段长度,the length of active beam
1)the length of active beam耗能梁段长度
英文短句/例句
1.Affect of the Length of Active Beam on the Performance of High-rise Buildings" Eccentrically Braced Frames耗能梁段长度对高层建筑偏心支撑框架抗震性能的影响
2.Research of Active Beam Link Length and Brace Types of Ebsf Used in High-Rise Buildings;高层建筑偏心支撑钢框架耗能梁段长度以及支撑形式研究
3.Optimization Design Method of Link Beam in Eccentrically Braced Steel Frame偏心支撑钢框架结构耗能梁段的优化设计方法
4.Behavior Study of Y-eccentrically Braced Steel Frames under Cyclic Load Considering Length Changed of Link Beam;考虑耗能段长度变化时Y型偏心支撑钢框架在循环荷载作用下的滞回性能研究
5.Dynamic Analysis of Y Style Eccentrically Braced Steel Frame and Research on Link Beam Parameters;Y型偏心支撑钢框架的动力分析及耗能梁段的参数研究
6.Field "{0}" - The Positional Length cannot be greater than maximum length of 50000000.字段“{0}”- 位置长度不能大于最大长度 50000000。
7.Lifting and Installation of Steel Box Girder at Pylon and Girder Section of Edong Changjiang River Bridge鄂东长江大桥塔梁段钢箱梁吊装施工
8.Field "{0}" - The value of the Positional Length property cannot be blank.字段“{0}”- 位置长度属性的值不能为空。
9.Transition (tamper) length渐变段（变换段）长度
10.The application of steam curing process for precast segmental beams of Humin Elevated Project has increased the early strength of concrete and met the requirements of construction progress.沪闵高架工程预制节段梁采用蒸汽养护的工艺,使混凝土早期强度增长,满足了施工进度要求。
11.Study on Seismic Performance of Steel Truss Coupling Beams Setted Mild Steel for Energy Dissipation;设置了软钢耗能的钢桁架连梁的抗震性能研究
12.Experimental research on energy dissipation and damage analysis of steel truss coupling beam钢桁架连梁耗能性能试验研究及损伤分析
13.The length of such a segment.直径长这样一段的长度
14.Preliminary Research on Buckling-Restrained Braces in Seismic Design of Bridge防屈曲耗能支撑在桥梁减震设计中的初步研究
15.The Influence of the Column Moment Capacity Amplification to Plastic Energy-dissipated Mechanism of 3-D Frame强柱弱梁系数对空间框架耗能机制的影响
16.Dissipative Characteristic Investigation of Simply-Supported Reinfored Concrete Beams with Loading Damages钢混简支梁加载损伤后耗能特征试验研究
17.Research on Stiffness Matching of the Joint of Composite Cable-stayed Bridge;混合梁斜拉桥结合段刚度匹配的研究
18.Field "{0}" - The value of Minimum Length with Pad Character property cannot be less than Minimum Length property of the field.字段“{0}”- 填充字符的最小长度属性的值不能小于字段的最小长度属性。
相关短句/例句
link beam耗能梁段
1.The paper also investigates the influence of different parameters such as the length oflink 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 oflink 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.Becauselink 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][l??k][美][l??k]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 ofLink-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 ofactive 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)shear-type energy-consuming beam section剪切型耗能梁段
6)active link耗能梁
1.In order to promote its development in China,the classification ofactive 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。
延伸阅读
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