首页|基于拆除构件法的摩天轮立柱结构抗连续倒塌分析

基于拆除构件法的摩天轮立柱结构抗连续倒塌分析

Progressive Collapse Prevention Analysis of Ferris Wheel Column Structure Based on Column Extraction Method

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建于安徽宣城的"宣城之眼"摩天轮采用了全新的立柱结构支撑体系.本文以该摩天轮为研究对象,对其立柱支撑结构采用拆除构件法进行了仿真分析,分别研究了前立柱失效、单根拉索失效、后立柱失效后设备结构振型、变形、强度.分析结果表明在3种失效工况下,所有构件均未发生屈服,该立柱支撑结构体系满足抗连续倒塌的性能要求.
The"Eye of Xuancheng"ferris wheel built in Xuancheng,Anhui Province,adopts a new column support system.This paper takes the ferris wheel as the research object,and makes a simulation analysis of the column structure with column extraction method.The mode,deformation and strength of the column after the failure of the front column,single cable and the rear column are studied respectively.The simulation results show that under the three failure conditions,none of the components yielded,and the column support structure system meets the performance requirements of progressive collapse prevention.

Ferris wheelFailureProgressive collapse preventionColumn extraction methodSimulation

纪永宏、宋伟科、阳先波

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中国特种设备检测研究院 北京 100029

摩天轮 失效 抗连续倒塌 拆除构件法 仿真

中国特种设备检测研究院重点科研项目

2022重点06

2024

中国特种设备安全
中国特种设备检测研究中心 中国锅炉水处理协会 中国特种设备检验协会

中国特种设备安全

影响因子:0.28
ISSN:1673-257X
年,卷(期):2024.40(9)