1) buckling restrained brace
钢骨消能支撑
1.
The buckling restrained brace (BRB) or UB (unbonded brace) is a late-model member for severe seismic applications.
钢骨消能支撑(BRB)主要由核心单元、侧撑单元和脱层单元组合而成,是一种新型的结构抗震构件。
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) 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。
4) 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。
5) concealed SRC bracing
钢骨暗支撑
1.
Experimental study on seismic behavior of RC shear wallswith concealed SRC bracings;
带钢筋及钢骨暗支撑剪力墙抗震性能试验研究
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