By Fabio Casciati, Roberto Rossi (auth.), Prof. Dr. Jan Holnicki-Szulc, Prof. Dr. Carlos Mota Soares (eds.)
This e-book collects invited lectures offered on the AMAS & ECCOMAS Workshop/Thematic convention SMART’03 on shrewdpermanent fabrics and constructions. The convention was once held in Jadwisin, Poland close to Warsaw, 2-5 September 2003. It was once prepared by means of the complex fabrics and constructions (AMAS) Centre of Excellence on the Institute of basic Technological study (IFTR) in Warsaw and ECCOMAS – the ecu neighborhood on Computational equipment in technologies and SMART-TECH Centre at IFTR. The objective of the workshop was once to collect and consolidate the group of shrewdpermanent fabrics and buildings in Europe. The workshop application used to be grouped into the themes Structural keep watch over, Vibration keep an eye on and Dynamics, harm identity, and shrewdpermanent Materials.
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Extra resources for Advances in Smart Technologies in Structural Engineering
In: Proc. of the International Conference on Structural Dynamics Modeling - Test, Analysis, Correlation and Validation. pp. 165-174 7. Kukreti AR, Issa HI (1984) Dynamic analysis of nonlinear structures by pseudonormal mode superposition method. Computers & Structures 19(4):643-663 8. Friswell MI, Mottershead JE (1995) Finite Element Model Updating in Structural Dynamics. Kluwer Academic Publishers, Dordrecht 9. Moore BC (1981) Principal component analysis in linear systems: Controllability, observability, and model reduction.
Let us assume, that the testing structure of shock absorber (Fig. 7m/ s. 525 J . Consequently, the material volume used to built t he structure should be calculated from the formula: E" = V O" u (i" (cf. 22 X w- 5 m 2 . Now, following the methodology proposed in section 1, let us decompose the structure into two substructures: sl and s2 with the same volume of material: Vi = V2 = V / 2. The structural dynamic responses for substructures S1 , S2 and for t he composed structure S 1 u S2 are shown in Figs.
Finally, the simulation results of the truss structure with three semi-active friction joints demonstrate t he efficiency of the present vibration suppression approach. 42 Lothar Gaul et a!. Acknowledgement. The authors gratefully acknowledge the support of the research by the Deutsche Forschungsgemeinschaft (DFG) under grant GA 209/24. References 1. Onoda J, Sano T, Minesugi K (1995) Passive damping of truss vibration using preloaded joint backlash. AIAA Journal 33(7):1335-1341 2. Gaul L, Albrecht H, Wirnitzer J (2001) Damping of structural vibrations using adaptive joint connections and neural control, In: Suleman A, (ed) CISM Courses and Lectures: Smart Structures 429:86-97 (Udine, Italy) 3.
Advances in Smart Technologies in Structural Engineering by Fabio Casciati, Roberto Rossi (auth.), Prof. Dr. Jan Holnicki-Szulc, Prof. Dr. Carlos Mota Soares (eds.)