超高耸结构台风期间动力特性监测  

Monitoring dynamic characteristics for supertall structure during typhoon periods

作　　者：陈伟欢[1] 梁硕 吕中荣[1] 陈树辉[1] 倪一清[3] 廖渭扬[3] 

机构地区：[1]中山大学应用力学与工程系,广州510275 [2]广州新电视塔建设有限公司,广州510310 [3]香港理工大学土木及结构工程系

出　　处：《振动与冲击》2010年第6期15-20,共6页Journal of Vibration and Shock

基　　金：国家自然科学基金项目(10672193)

摘　　要：主要做了以下几个方面的工作:(1)利用GPS等多种传感器,建立广州新电视塔的健康监测系统;(2)采用一种仅基于输出响应的模态识别算法(频域分解法),结合台风期间所测得的加速度响应识别了广州新电视塔的前十阶模态参数;(3)用图、表和有限元模型描述了电视塔在台风期间的形变状态,揭示其动力特性。具有理论创新和较好的应用借鉴作用。The main outcome of the paper includes the followings: First of all,a structural health monitoring(SHM) system consisting of various sensors(including the GPS et al.) was being implemented to the Guangzhou new TV tower(GNTVT).Secondly,making use of an output-only modal identification algorithm(frequency domain decomposition-FDD),the first ten modal parameters of GNTVT were identified by using the measured acceleration responses acquired during the typhoon periods.Finally,the structural responses and dynamic characteristics during the typhoons were presented by using figures,tables and finite element model.The results of the paper have dual meanings of theory innovation and practice instruction.

关 键 词：超高耸结构 动力特性 模态分析 结构健康监测 

分 类 号：TU311.3[建筑科学—结构工程] P315.97[天文地球—地震学]