Wind load is always the major or even the decisive load applied to long-span spatial structures, so much more attention is paid to dynamic response of reticulated shell structures under wind load. Systematic parameter analysis of windinduced response of three-way grid single-layer cylindrical reticulated shell structures has been performed with random simulation method in time domain, including geometric parameters, structural parameters and aerodynamic parameters. Moreover, the wind-induced vibration coefficient is obtained, which may be a reference for the wind-resistance design of reticulated shell structures.
Hongo T. Experimental Study of Wind Forces on Spherical Roofs: [Ph. DThesis]. Sendai:Tohoku Universit y, 1995
Yasushi Uemat su, Osamu Kuribara. Wind-Induced Dynamic Behaviorand It s Load Est imation of a Single-Layer Latticed Dome with a Long Span. Journal of Wind Engineering and Industrial Aerodynamics, 2001, 89: 1 671-1 687
Masuda K, Nakayama M. An Effi cient Evaluation of Wind Responses ofDome Roof Through Modal Analysis MethodPPProc. 13th Nat ional Symp.on Wind Engineering.Tokyo: 1994: 209-214