钢筋混凝土摩擦耗能支撑框架内节点强度设计  

Design of Interior Joints Strength of Friction Energy Dissipation Braced-Frame of Reinforced Concrete

作　　者：喻萍[1] 古松[2] 

机构地区：[1]昆明理工大学建筑工程学院,云南昆明650224 [2]昆明理工大学抗震所,云南昆明650051

出　　处：《昆明理工大学学报（理工版）》2004年第3期66-68,81,共4页Journal of Kunming University of Science and Technology(Natural Science Edition)

摘　　要：作为《钢筋混凝土摩擦耗能支撑框架节点强度———理论篇》的续篇 ,对国内外在摩擦耗能支撑框架节点设计方面的现状作了介绍 ,同时主要针对钢筋混凝土摩擦耗能支撑框架的内节点强度设计进行了极限承载力分析 ,探讨了基于“强节点”As a contiuance of 《Joint Strength of Friction Energy dissipation Braced Frame of Reinforced Concrete——Principle》, an introduction is made about the present state of the art of joint design of friction energy dissipation braced-frame. Meanwhile, the maximum bearing capacity of the interior joints of friction energy dissipation braced frame is introduced, and the detailed design of joints is discussed based on the principles of strong joints.

关 键 词：钢筋混凝土 摩擦耗能支撑框架 节点结构设计 

分 类 号：TU352.1[建筑科学—结构工程]