500m^3钢筋砼水塔承载力及动态刚度实例分析  

The Analysis of Carrying Capacity and Dynamic Stiffness for 500m^3 Ferroconcrete Water Tower

作　　者：张艳成[1] 梁东波 

机构地区：[1]华中科技大学,湖北武汉430074 [2]武汉市市政工程质量检测中心站,湖北武汉430010

出　　处：《平顶山工学院学报》2006年第6期58-60,共3页Journal of Pingdingshan Institute of Technology

摘　　要：针对一钢筋混凝土水塔实例,通过现场静态、动态参数测试,分析了钢筋混凝土水塔的承载能力及动态刚度,作出了科学诊断。According to a ferrocondcrete water tower,the carrying capacity and dynamic stiffness were analyzed vis the situ measurements of static and dynamic parameters,and the scientific diagnosis was obtained.

关 键 词：水塔 承载能力 动态刚度 诊断 

分 类 号：TU347[建筑科学—结构工程]