【摘要】 考虑几何非线性采用ANSYS有限元软件对一种新型Pall-BRB摩擦阻尼支撑体系(采用防屈曲支撑(BRB)代替Pall型摩擦阻尼器(PFD)的普通支撑)的滞回特性进行分析.首先进行了Pall型普通支撑体系和Pall-BRB摩擦阻尼支撑体系的滞回性能对比分析,结果表明,防屈曲支撑在拉压循环荷载作用下均能达到屈服,拉压承载力基本一致,耗能能力优于普通支撑.然后分析了防屈曲支撑刚度、Pall型阻尼器起滑摩擦力、阻尼器的大小以及防屈曲支撑与水平方向的倾角等因素对体系滞回特性以及支撑内力的影响.结果表明,Pall-BRB支撑体系比Pall型普通支撑体系有更好的耗能性能,支撑内力变化不大且在阻尼器起滑后保持为常数,有利于抗震设计;防屈曲支撑最大内力与起滑摩擦力关系密切,起滑摩擦力越大,体系耗能能力越强,支撑越能充分发挥作用.最后提出了这种新型Pall-BRB摩擦阻尼支撑体系的设计方法.更多还原

【Abstract】 Based on the geometry nonlinearity,the hysteretic behavior of a new-typed Pall-BRB frictional damping brace system,whose braces are buckling restrained braces(BRB) instead of conventional common Pall-typed frictional damper(PFD) braces,is analyzed using ANSYS finite element software.The hysteretic behavior of Pall-BRB frictional damping brace system is compared with the common PFD brace system.The analytical results show that the buckling restrained braces can reach tension and compression,and the ultimate compression and tension strengths are almost the same,and the energy dissipation is very good.At the same time,the influence of BRB′s stiffness,slip force of the Pall-typed damper,the size of damper and the elevation angle of BRB on hysteretic of system and tension force is analyzed.The results show that the Pall-BRB brace system has better energy dissipation than original Pall brace system,the tension force of the BRBs can keep constant;the maximum tension force of BRBs has relationship with slip force of damper,and the greater the slip force of damper is,the greater the energy dissipation is,and the BRBs can act fully.Finally,a simple design method of Pall-BRB frictional damping brace system is proposed.更多还原