bracing frame造句

• External structural bracing frame
  外部支撑结构架
• Experimental study on the energy - dissipation braced frame structure with lead - extrusion dampers
  铅挤压消能支撑框架模型结构试验研究
• Concentrically braced frames can provide high elastic stiffness and are widely used
  中心支撑框架具有很大的弹性刚度，在实际中应用广泛。
• The comparison of weight of steel for frame structures and braced frame structures under horizontal load
  水平荷载作用下两种结构形式用钢量比较
• Moreover , the ebsf is compared with none braced frames and centrically braced frames on performance
  此外也将它与纯框架和中心支撑框架进行了比较。
• Therefore , more detailed theoretical analysis on the stability of braced frames is quite needed
  因此有必要框架?支撑结构的稳定性进行全面深入的研究。
• There are two systems of conventional tall steel buildings : moment - resisting frames and concentrically braced frames
  传统的高层钢结构体系有两种：抗弯框架和中心支撑框架。
• Experimental study on the aseismic behavior of the energy dissipation braced frame model structure with the lead extrusion dampers
  铅挤压消能支撑框架模型结构抗震性能试验研究
• Because the concentrically braced frame can offer older resisting stiffness to structure , widely used in the seismic area
  由于中心支撑框架体系能为结构提供较大的抗侧刚度,在地震区得到了广泛的应用。
• This paper also finds out that the critical points in crft braced frame structure are joint and brace design , and detailed investigations on brace design are carried on
  此外，本文提出方钢管砼框架?支撑结构设计的关键在于节点与支撑，并对支撑的设计做了较为深入的研究。
• 2 a systematic research is done on the lateral behavior of braced steel frame system and the nonlinear behavior of concentrically braced frames ( cbfs ) and eccentrically braced frames ( ebfs ) is analyzed
  2对支撑体系的抗侧力性能进行了系统的研究，对中心支撑体系和偏心支撑体系的非线性性能进行了简化分析。
• 6 with the numerical technology adopted to reinforce experimental research , different elements are considered in the nonlinear analysis on steel frame and braced frame according to different mechanics characteristics
  6本文利用数值模拟技术完善试验研究，采用不同的单元类型对钢框架和支撑框架进行了非线性分析。
• In high seismic regions , eccentrically braced frames are quite popular , they have good ductility and can sustain to severe cyclic loads , and they are used widely in seismic design
  在强震区，偏心支撑框架是一种非常合适的结构形式，它具有良好的延性可以承受剧烈的循环荷载作用，在抗震结构中已得到了广泛的应用。
• In the paper , friction energy dissipation is discussed mainly . using nonlinear spring element and combination element , the finite element model of friction energy dissipating brace frame is established
  本文针对摩擦耗能这一减震形式进行讨论，采用非线性弹簧单元、组合单元建立摩擦耗能支撑框架结构的有限元模型。
• " code for seismic design of building " stipulate , eccentrically braced frames are used in seismic regions no . 8 or above , but they have not yet used up to present time for buildings designed by domestic designers
  我国《建筑抗震设计规范》规定， 8度以上宜采用偏心支撑，但我国至今没有一个自行设计的工程用过这种支撑。
• In this paper , the practical calculations of eccentrically braced frames are discussed with reference to the us examples and codes on basis of the specifications of china
  本文主要结合美国计算例题、相关规范，并依据我国规范，对偏心支撑框架的实际计算方法进行讨论，总结出适合我国规范和实际情况的偏心支撑框架设计计算方法。
• Adding the eccentric brace to the reinforced concrete frame is for strengthening the side stiffness and improving the load - bearing and energy consume ability . when the braced frame resists external force , there is higher side - stiffness at the state of elasticity
  在钢筋砼框架结构中加入偏心支撑，其主要目的是提高钢筋砼框架的抗侧刚度、改善框架结构的承载力和耗能能力。
• By this rule , in many braced frame structures , where the lateral stiffness of the bracing system is less than five times that of the frame ( weakly braced frame ) , the effective length column length is determined as if no bracing exists at all
  显然，按照目前设计规范确定框架柱的计算长度系数的方法，将会使大部分设有支撑体系的结构，其支撑对框架稳定的有利作用得不到有效的利用。
• Eccentrically braced frames have the advantages of both moment - resisting frames and concentrically braced frames . this system can provide high elastic stiffness and large inelastic energy dissipation capacity in resisting lateral loads caused by seismic activity
  偏心支撑框架综合了抗弯框架和中心支撑框架的优点，能够提供很大的弹性刚度和非弹性能量耗散能力，以抵抗地震作用产生的侧向力。
• Eccentrically braced frames ( ebfs ) combines the strength and stiffness of concentrically braced frames ( cbfs ) with the inelastic behavior and energy dissipation of moment - resisting frames , especially inelastic deformation of link absorbs seismic energy
  偏心支撑框架结合了中心支撑框架的强度、刚度高和普通抗弯框架的延性、耗能性能好的优点，通过耗能梁段的非弹性变形耗散大量输入结构的地震能量。