1·Energy dissipation braced frames are used to design a commercial mid tall building which located at strong earthquake zone in the Xingyi City, Jiangsu Province.
采用耗能支撑钢筋混凝土框架结构设计了地处地震高烈度区的江苏新沂市某商业楼。
2·And the aseismatic capacity of shear resistant strength, deform, energy dissipation, ductility and rigidity degeneration is also researched.
研究扁梁框架节点的抗剪承载力、变形、耗能、延性和刚度退化等抗震性能。
3·The ends of reinforced concrete beam in seismic frame are critical positions that ensure ductility and plastic energy dissipation capability of the structure.
钢筋混凝土抗震框架梁的端部是保证结构抗震延性和塑性耗能能力的关键部位。
4·This paper sets up a simplified physical model for viscoelastic pipe, on which a investigation on energy dissipation mechanism of it is presented and some new conclusions are given.
建立了挠性胶管阻尼耗能的简化模型。以此为基础分析了挠性胶管的阻尼耗能的一般规律，并得出了一些新的结论。
5·A seismic design procedure for energy dissipation systems is proposed by using the capacity spectrum method in combination with Chinese seismic design code.
结合我国抗震设计规范，提出被动耗能减震结构基于能力谱法的抗震设计方法。