1) active supporting
能动支撑
1.
The design and capability test of the single actuator using in active supporting system of large primary mirror of telescopes;
大口径望远镜主镜能动支撑驱动器的个体设计和性能测试
2) energy dissipation brace
消能支撑
1.
Study and design of a viscoelastic energy dissipation brace;
黏弹性消能支撑的研究与设计
2.
Study on design method of energy dissipation braced frame structures;
消能支撑框架结构设计方法探讨
3.
Experimental research on damping of structure with energy dissipation brace;
粘弹性消能支撑的试验研究
3) supporting capacity
支撑能力
1.
Water resources supporting capacity for regional development in China;
中国区域发展的水资源支撑能力
2.
Based on the characteristics of the current water resources in Yantai city,the supporting capacity of water resources was analyzed and evaluated of thirteen individual districts in Yantai city using the indices system,which was founded with seven kinds of indices among three factors: amount and development of water resources,regional development and ecological environment.
在对烟台市水资源现状分析的基础上,从水资源量及其开发利用、区域发展和生态环境等三个方面选取了7类指标建立评价指标体系,并对烟台市所包括的13个县区的水资源支撑能力进行了分析和评价。
3.
Based on the characteristics of current water resources in Yantai City,Shandong Province,the supporting capacity of water resources of thirteen individual districts in the city is analyzed and evaluated using the index system consisting of seven indices in three categories of the amount of water resources and their exploitation,regional development and ecological environment.
从水资源量及其开发利用、区域发展和生态环境3个方面对烟台市经济社会可持续发展的水资源支撑能力进行了定量分析和判断。
4) energy-dissipated brace
消能支撑
1.
Study on seismic design of an industrial building using energy-dissipated braces composed of viscoelastic dampers;
某工业建筑采用黏弹性消能支撑的减震设计研究
2.
The optimum number and location of the energy-dissipated braces in this building are studied.
以地处地震高烈度区的宿迁建设大厦为例,在传统的框架-抗震墙结构体系的基础上设置局部消能支撑,进行了结构非线性时程分析,对消能装置的数量及布置进行了优化,分析结果表明,框架-抗震墙结构+局部消能减震支撑在多遇地震作用下的层间位移能满足《建筑抗震设计规范》要求,在罕遇地震作用下具有更高的安全储备,表现出良好的抗震性能。
3.
The building is designed by the reinforced concrete frame-shear wall structure, and the energy-dissipated braces are installed in some floors to increase the local structural damping ratio and reduce the dislpacement response under earthquake action, because the dislpacements of some floors can not meet the requirement of design code.
3g)进行抗震设防;由于建筑部分楼层层间位移超过《规范》要求,因此在部分楼层增设消能支撑,通过提高结构的附加阻尼比来降低结构的位移反应。
5) energy dissipation bracing
消能支撑
1.
Seismic performance is better in energy dissipation bracing system.
计算结果表明当两种 抗侧力体系对位移控制效果接近的情况下,普通支撑体系增加了刚度,同时也增加结构的层间剪力、与支撑相 连柱的轴力,而消能支撑体系能有效减少这些结构内力,故比前者大大提高了主体结构的抗震性能。
2.
The author introduces the composition and properties of steel frame-bracing systems such as central bracing frame,eccentric bracing frame and energy disspation bracing frame, and with comparison points out eccentric bracing frame has fine energy consumption capacity and energy dissipation bracing frame is an ideal lateral force resisting system with greater lateral rigidity.
介绍了中心支撑、偏心支撑及消能支撑等钢框架—支撑体系的构造和性能,通过比较,指出偏心支撑框架具有良好的耗能能力,消能支撑框架具有较强的抗侧钢度,是理想的抗侧力体系。
3.
In this paper,friction energy dissipation bracing and elastic plastic relation of a frame are discussed.
本文分析了摩擦消能支撑及框架主体结构弹塑性本构关系 ,并给出了动力时程分析的计算方法。
6) 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
补充资料：能动
积极主动，自觉的：展现出他们能动的而非被动的力量｜能动地学习各学科知识。
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