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平面索桁支承体系动力特性分析
引用本文:高兑现,郑蕊,唐永胜,杭银龙,柯江.平面索桁支承体系动力特性分析[J].西安理工大学学报,2004,20(4):370-373.
作者姓名:高兑现  郑蕊  唐永胜  杭银龙  柯江
作者单位:西安理工大学,水利水电学院,陕西,西安,710048
摘    要:首先阐述了点式幕墙索桁支撑体系常用的布置方式及特点,给出动力特性分析的基本方法。针对平面索桁支撑体系,采用ansys程序对预应力及索、杆截面大小和长度等主要参数进行了系统分析,并求得了各参数与自振频率间的关系。这些结论对该种结构抗风、抗震设计及主次结构共振分析具有重要的指导意义。

关 键 词:点式幕墙  索桁支撑体系  预应力  动力特性
文章编号:1006-4710(2004)04-0370-04
修稿时间:2004年3月30日

Analysis of Vibration Characteristic of Complex Form Cable-Truss Supporting System
GAO Dui-xian,ZHENG Rui,TANG Yong-sheng,HANG Yin-long,KE Jiang.Analysis of Vibration Characteristic of Complex Form Cable-Truss Supporting System[J].Journal of Xi'an University of Technology,2004,20(4):370-373.
Authors:GAO Dui-xian  ZHENG Rui  TANG Yong-sheng  HANG Yin-long  KE Jiang
Abstract:This paper deals with the common use of layout patterns and behaviors of the dot-pattern glaze cable-truss supporting system and advances the basic analysis method of the vibration characteristics. For the analysis of plane form cable-truss supporting system, ANSYS program was adopted to exam the influences of parameters of pre-stress, cross-sections and lengths of cables and bars to the vibration characteristic systematically. The relationships between each parameter and self-vibration frequency are obtained. These conclusions are of guiding significance for anti-wind and anti-earthquake design of this structure as well as the analysis of the anti-resonance of main and sub-main structures.
Keywords:dot point glaze  cable-truss supporting system  pre-stress  vibration characteristic
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