Analysis of Wind-include Response of Super Long-span Hangar under Fluctuating Wind Load
Through the wind-included response analysis, the distribution law of root-mean-square of joints wind- included vibration response is acquired. Wind- included response of hangar under mean wind load and fluctuating wind load separately is compared and the influence of the wind direction angle to the results is discussed. In addition, the power density spectrum of joints wind-included response is analyzed is this paper. It shows that background component is the main part of joint displacement while the main part of joint acceleration is resonant component.
Wind-induced response analysis Super long-span space truss Spectrum analysis
Qingyang Xu Aiqun Li Youliang Ding Shungao Shen Yongzhong Pei
College of Civil Engineering, Southeast University, Nanjing 210096, China China Aeronautical Project and Design Institute, Beijing 210011, China
国际会议
南京
英文
424-428
2007-10-16(万方平台首次上网日期,不代表论文的发表时间)