Part of a Book
Refine
Year of publication
Institute
- Fachbereich Medizintechnik und Technomathematik (43)
- Fachbereich Elektrotechnik und Informationstechnik (38)
- IfB - Institut für Bioengineering (34)
- Fachbereich Luft- und Raumfahrttechnik (26)
- Fachbereich Energietechnik (25)
- Fachbereich Chemie und Biotechnologie (18)
- Fachbereich Wirtschaftswissenschaften (14)
- Solar-Institut Jülich (11)
- Fachbereich Maschinenbau und Mechatronik (8)
- INB - Institut für Nano- und Biotechnologien (8)
Has Fulltext
- no (191) (remove)
Language
- English (191) (remove)
Document Type
- Part of a Book (191) (remove)
Keywords
- Papierkunst (4)
- Wind Tunnel (3)
- Aktionskunst (2)
- Central receiver power plant (2)
- Central receiver system (2)
- Concentrated solar collector (2)
- Concentrated systems (2)
- Engineering optimization (2)
- Flight Test (2)
- Gas turbine (2)
Because of its minor environmental impact, electricity generation using wind power is getting remarkable. The further growth of the wind industry depends on technological solutions to the challenges in production and construction of the turbines. Wind turbine tower vibrations, which limit power generation efficiency and cause fatigue problems with high maintenance costs, count as one of the main structural difficulties in the wind energy sector. To mitigate tower vibrations auxiliary measures are necessary. The effectiveness of tuned mass damper is verified by means of a numeric study on a 5 MW onshore reference wind turbine. Hereby, also seismic-induced vibrations and soil–structure interaction are considered. Acquired results show that tuned mass damper can effectively reduce resonant tower vibrations and improve the fatigue life of wind turbines. This chapter is also concerned with tuned liquid column damper and a semiactive application of it. Due to its geometric versatility and low prime costs, tuned liquid column dampers are a good alternative to other damping measures, in particular for slender structures like wind turbines.
Changes in intestinal microflora in rats induced by oral exposure to low lead (II) concentrations
(2015)
A concept for the analysis and optimal design of reinforced concrete structures is described. It is based on a nonlinear optimization algorithm and a finite element program for linear and nonlinear analysis of structures. With the aim of minimal cost design a two stage optimization using efficient gradient algorithm is developed. The optimization problems on global (structural) and local (crosssectional) level are formulated. A parallelization concept for solving the two stage optimization problem in minimal time is presented. Examples are included to illustrate the practical use and the effectively of the parallelization in the area of engineering design.
Hydraulic modeling is the classical approach to investigate and describe complex fluid motion. Many empirical formulas in the literature used for the hydraulic design of river training measures and structures have been developed using experimental data from the laboratory. Although computer capacities have increased to a high level which allows to run complex numerical simulations on standard workstation nowadays, non-standard design of structures may still raise the need to perform physical model investigations. These investigations deliver insight into details of flow patterns and the effect of varying boundary conditions. Data from hydraulic model tests may be used for calibration of numerical models as well. As the field of hydraulic modeling is very complex, this chapter intends to give a short overview on capacities and limits of hydraulic modeling in regard to river flows and hydraulic structures only. The reader shall get a first idea of modeling principles and basic considerations. More detailed information can be found in the references.