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Uematsu, Y., Yamada, M. and Fukushi, M. (1996) Design Wind Load for the Structural Frame of a Long Span Open-Type Roof with Consideration for the Dynamic Response. Proceedings of Asia-Pacific Conference on Shell and Spatial Structures, Beijing, 21-25 May 1996, 707-714.

has been cited by the following article:

• TITLE: Dynamic Response of Tensile Membrane Structure under Coupling Effect of Wind and Rain

  AUTHORS: Weiju Song, Heyuan Yang, Jie Chen

  KEYWORDS: Tension Membrane Structure, Wind and Rain Coupling Effect, Dynamic Response, Nonlinear Vibration

  JOURNAL NAME: Journal of Applied Mathematics and Physics, Vol.12 No.11, November 22, 2024

  ABSTRACT: Because of the small stiffness and high flexibility, the tension membrane structure is easy to relax and damage or even destroy under the action of external load, which leads to the occurrence of engineering accidents. In this paper, the damped nonlinear vibration of tensioned membrane structure under the coupling action of wind and rain is approximately solved, considering the geometric nonlinearity of membrane surface deformation and the influence of air damping. Applying von Karman’s large deflection theory and D’Alembert’s principle, the governing equations are established for an analytical solution, and the experimental results are compared with the analytical results. The feasibility of this method is verified, which provides some theoretical reference for practical membrane structure engineering design and maintenance.