Wind pressure distribution on canopies attached to tall buildings

Author:

Roh Hyung-Woon,Kim Ha-Rim

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials

Reference14 articles.

1. L. Jancauskas and J. Holmes, Wind loadings on attached canopies, Proceeding of the Fifth U.S. National Conference on Wind Engineering, 3A, 5-2, Texas Tech University, Lubbock, Texas, USA (1985).

2. M. Paluch, A. Loredo-Souza and J. Blessmann, Wind loads on attached canopies and their effect on the pressure distribution over arch-roof industrial buildings, Journal of Wind Engineering and Industrial Aerodynamics, 91 (2003) 975–994.

3. H. Ueda, H. Hagura and H. Hamada, Wind force on canopies attached to low-rise buildings, International Conference on Wind Engineering (1999) 1847–1852.

4. Y. Uematsu, M. Yamada, A. K., Design wind loads for structural frames of flat long-span roofs: Gust loading factor for a structurally integrated type, J. of Wind Engineering and Industrial Aerodynamics, 66 (1997) 155–168.

5. R. Goyal, A. Ahuja, The distribution of pressure near the corners of flat canopy attached to the gable roof building, The Fifth International symposium on Computational Wind Engineering (CWE-2006), Yokohama, Japan (2006) 127–130.

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