Numerical Simulation of Fluctuating Wind Load and Response Analysis on Tower Crane
It is well known that wind velocity varies based on specific t-urbulence intensity and the average wind velocity increases with the height. A time domain numerical simulation method was proposed to simulate fluctuating wind load by given win-d spectrum in frequency domain as well as the height of node-s. As an example, the dynamical wind load on a tower crane and the dynamic response of the crane was calculated.
Wind Load Numerical Simulation Tower Crane
Zhang Jianjie Zhang Qing Qin Xianrong
School of Mechanical Engineering,Tongji University, Shanghai, P. R. China School of Mechanical Engineering, Tongji University, Shanghai, P. R. China
国际会议
长春
英文
53-55
2009-08-21(万方平台首次上网日期,不代表论文的发表时间)