Refine
Document Type
- Conference Proceeding (76)
- Doctoral Thesis (17)
- Article (12)
- Master's Thesis (3)
- Periodical (2)
- Study Thesis (2)
- Diploma Thesis (1)
- Report (1)
Institute
- In Zusammenarbeit mit der Bauhaus-Universität Weimar (50)
- Institut für Strukturmechanik (ISM) (17)
- Graduiertenkolleg 1462 (12)
- Professur Angewandte Mathematik (4)
- Junior-Professur Augmented Reality (3)
- Professur Informatik im Bauwesen (3)
- Professur Stochastik und Optimierung (3)
- An-Institute (2)
- Institut für Europäische Urbanistik (2)
- Institut für Konstruktiven Ingenieurbau (IKI) (2)
Keywords
Year of publication
- 2010 (114) (remove)
In this paper the influence of changes in the mean wind velocity, the wind profile power-law coefficient, the drag coefficient of the terrain and the structural stiffness are investigated on different complex structural models. This paper gives a short introduction to wind profile models and to the approach by Davenport A. G. to compute the structural reaction of wind induced vibrations. Firstly with help of a simple example (a skyscraper) this approach is shown. Using this simple example gives the reader the possibility to study the variance differences when changing one of the above mentioned parameters on this very easy example and see the influence of different complex structural models on the result. Furthermore an approach for estimation of the needed discretization level is given. With the help of this knowledge the structural model design methodology can be base on deeper understanding of the different behavior of the single models.