超高层建筑整体钢平台模板体系动力特性分析  

ANALYSIS ON DYNAMIC BEHAVIOR OF INTEGRAL STEEL PLATFORM FORMWORK SYSTEM FOR SUPER HIGH RISE BUILDINGS

作　　者：骆艳斌[1] 徐伟[1] 周虹 龚剑 

机构地区：[1]同济大学建筑工程系,上海200092 [2]上海建工(集团)总公司,上海200120

出　　处：《建筑技术》2006年第8期621-623,共3页Architecture Technology

基　　金：上海科委资助项目(04XD14022)

摘　　要：整体钢平台模板体系是适应超高层建筑主体施工需要的新型模板体系,通过建立有限元模型,对整体钢平台模板体系的动力特性进行了详细分析,得到了其自振频率和振型,其相关结论可以为模板体系的设计和施工借鉴。Integral steel platform formwork system is a new kind of formwork system adapting the construction need of super high rise buildings. Its dynamic characteristics were analyzed in detail by finite element method, and the free vibration frequencies and modes were thus obtained. The results can be referred by design and construction of the formwork system.

关 键 词：超高层建筑 整体钢平台 模板体系 有限元 

分 类 号：TU855[建筑科学]