摘要
福州东部新城设置了跨度为70m的空中连廊。由于建筑功能限制,该连廊采用空腹桁架体系。本文主要介绍了对该结构进行的舒适度验算以及消能减振设计,对于计算结果进行了详细的讨论。经验可供同类工程参考。
Steel aerial enrridor is adopted in the Fuzhou new administrative office （renter with 70m span. As architectural filnctional limitations, the corridor employs a structural system of open - web struss. This paper mainly intruduees the pedestrain - induced vibration comfort analysis of the eorridor. The caleulation ineludes dynamie performance of the structure, history analysis and TMD vibration control analysis. The experienee ean be reterred by similar engineering.
出处
《福建建筑》
2013年第11期23-26,5,共5页
Fujian Architecture & Construction
关键词
大跨度连廊
人致振动
舒适度控制
Large - span eorridor
Pedestrain - indueed vibration
Comfort control
