摘要
介绍了保定师范附属学校扩建体育馆项目设计情况,通过比较不同结构体系裂缝、挠度、自振频率等指标最终确定使用预应力方案并进行深化设计。
This paper introduces the design of the extended gymnasium project of the Affiliated School of Baoding Normal University.The scheme is determined through the comparison of different structural systems and the design is carried out by controlling the crack,deflection,natural vibration frequency and other indexes.
作者
张思源
杨妙儒
秦红梅
王彦忠
ZHANG Siyuan;YANG Miaoru;QIN Hongmei;WANG Yanzhong(Baoding City Architectural Design Institute Co.,Ltd.,Baoding 071000,China)
出处
《建筑结构》
CSCD
北大核心
2021年第S01期1260-1263,共4页
Building Structure
关键词
大跨度
方案比较
缓粘结预应力梁
自振频率
裂缝
挠度
large span
scheme comparison
slow bonding prestressed beam
natural vibration frequency
crack
deflection