1) energy dissipation brace
耗能支撑
1.
To study the dynamic response performance of reinforced concrete frame structure with friction energy dissipation braces,the element stiffness and mechanics model of the element of friction energy dissipation device and the element of frame bar are analyzed.
为研究钢筋砼摩擦耗能支撑框架结构的动力反应性能 ,对其中的摩擦耗能器单元和框架杆单元的单元刚度和力学模型做了分析。
2.
Some types of Energy Dissipation Brace System of Frame studied and developed at home and abroad recently are introduced in brief,and several new types of designs of Energy Dissipation Brace System of Frame are presented to supply reference for further experiments and studies on the basis of the Principle of Energy Dissipation and Seismic Shock Reduction or Price of Structure in this paper.
简要介绍了近年来国内外研制开发的框架耗能支撑体系的型式和抗震性能，并基于耗能减震机理和结构造价，提出了几种耗能支撑的新构想，以供进一步试验研究参
2) friction energy dissipating brace
摩擦耗能支撑
1.
The technology of friction energy dissipating brace is effective measure in vibration suppresseing.
摩擦耗能支撑减震技术是一种行之有效的减震措施,该文利用ANSYS程序对5层摩擦耗能支撑框架、无支撑框架和普通支撑框架的地震反应进行了计算比较。
2.
The influence of different distribution of friction energy dissipating braces in partial stories on the suppressive effectiveness of structure vibration is analyzed by ANSYS finite element program.
以一个10层单跨框架结构作为算例,利用ANSYS程序分析了摩擦耗能支撑在局部楼层中的不同设置方式对结构减震效果的影响。
3) buckling-restrained brace
防屈曲耗能支撑
1.
The research and applications of using buckling-restrained braces in the seismic rehabilitation;
应用防屈曲耗能支撑进行抗震加固的研究与应用
2.
Seismic Response and Performance of Multistory Frames with Buckling-Restrained Braces;
多层防屈曲耗能支撑框架的弹塑性分析
4) friction energy dissipation brace
摩擦耗能支撑
1.
Analysis on design parameter of friction energy dissipation braced-frame structure;
摩擦耗能支撑框架结构设计参数分析
2.
On the basis of the wide investigation of the achievement home and abroad about the friction energy dissipation frame, this paper firstly expatiates the calculation model and restoring model of the friction energy dissipation brace, and secondly presents frame analysis theory of story model and element model on.
本文在广泛调研国内外对摩擦耗能支撑框架结构研究成果的基础上,首先讨论了摩擦耗能支撑的计算模型和滞回模型,然后根据摩擦耗能支撑的特点分别阐述了框架主体结构为层间模型和杆系模型的分析理论。
5) energy-dissipation damper
耗能阻尼器支撑
1.
In this paper,a five-story steel-frame model is designed and constructed,which is added three types of energy-dissipation dampers(EDD) in its weak layers,namely friction damper,viscoelastic damper and friction-viscoelastic damper.
设计制作了一个五层钢框架模型,在其第一层、第三层和第五层薄弱层分别设置摩擦阻尼器、粘弹性阻尼器和粘弹性-摩擦阻尼器等三种耗能阻尼器支撑,进行了罕遇地震和多遇地震下的振动台试验。
6) viscous energy dissipation brace
粘滞耗能支撑
1.
Performance-based seismic strengthening design for an existing RC high-rise building with viscous energy dissipation braces;
高层建筑基于性能的粘滞耗能支撑结构抗震加固设计
2.
In general, viscous energy dissipation brace (VEDB) is designed by viscous damper series connected with steel brace, and it is placed between two interlayer frame posts.
结构设计中通常是粘滞阻尼器与钢支撑串联形成粘滞耗能支撑,并将其附设于结构层框架柱之间。
补充资料：多孔陶瓷支撑体膜
分子式：
CAS号：
性质：在多孔陶瓷体上附着的微孔陶瓷膜层。膜层厚度一般在几微米到几十微米，外径孔径一般为0.1～0.5μm，个别也有厚度达3～5μm、孔径10μm的。多采用氧化铝、二氧化钛和二氧化锆等作膜材料。制法是：用电机带动陶瓷支撑体旋转，当溶胶液(膜材料)滴落在支撑体上，就会迅速地敷覆到支撑体表面，待溶剂蒸发、凝胶化和干燥成膜后，经热处理而制成氧化物薄膜。现已为食品(含饮料)、医药、生物技术和环境保护等领域开发利用。
CAS号：
性质：在多孔陶瓷体上附着的微孔陶瓷膜层。膜层厚度一般在几微米到几十微米，外径孔径一般为0.1～0.5μm，个别也有厚度达3～5μm、孔径10μm的。多采用氧化铝、二氧化钛和二氧化锆等作膜材料。制法是：用电机带动陶瓷支撑体旋转，当溶胶液(膜材料)滴落在支撑体上，就会迅速地敷覆到支撑体表面，待溶剂蒸发、凝胶化和干燥成膜后，经热处理而制成氧化物薄膜。现已为食品(含饮料)、医药、生物技术和环境保护等领域开发利用。
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