Analytical Solutions to H∞ and H2 Optimization of Dynamic Vibration Absorbers Attached to Damped Linear Systems
By T. Asami, O. Nishihara, A. Baz. 2002
397 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering
View Paper: https://www.semanticscholar.org/paper/31d90ae412f81a20390380a1f577ac4953263a77
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Michele Zilletti
- Emiliano Rustighi
- Fan Yang
- Vasant Matsagar
- Ramin Sedaghati
- Said Elias
- Ebrahim Esmailzadeh
- S. Elliott
In Mechanical Engineering
- Michele Zilletti
- Emiliano Rustighi
- Fan Yang
- Vasant Matsagar
- Ramin Sedaghati
- Said Elias
- Ebrahim Esmailzadeh
- S. Elliott
Citations in the corpus
- The tuned mass-damper-inerter for harmonic vibrations suppression, attached mass reduction, and energy harvesting (2017, neutral): “…the most widely studied passive DVA in the literature (e.g., Ormondroyd and Den Hartog 1928, Brock 1946, Den Hartog 1956, Warburton 1982, Rana and Soong 1998, Asami et al 2002, Krenk 2005, Ghosh and Basu 2007, Bakre and Jangid 2007, Leung and Zhang 2009, Tributch and Adam 2012, Bortoluzzi et al .”
- Optimisation of dynamic vibration absorbers to minimise kinetic energy and maximise internal power dissipation (2012, background): “The exact solution for the H∞ optimisation was found by Nishihara and Asami [13] in 2002.”
- Vibration suppression of structures using tuned mass damper technology: A state-of-the-art review (2021, methodology): “Asami et al. (2002) utilized the H∞ and H2 optimization methods to investigate the optimal TMD design for SDOF structure, and compared their results with those obtained analytically or numerically.”
- Wind Induced Vibration Control and Energy Harvesting of Electromagnetic Resonant Shunt Tuned Mass-Damper-Inerter for Building Structures (2017, neutral): “(16) Moreover, there is the need to declare thatH2 tuning law for the classical TMD system is [41] fopt = 1 1 + μ√2 + μ 2 , ζopt = √ μ (4 + 3μ) 8 (1 + μ) (2 + μ) .”
- Research developments in vibration control of structures using passive tuned mass dampers (2017, background): “The most simple and cost-effective ways to control the vibration of a beam structure is by applying the TMD ( Asami et al., 2002; Gurgoze et al., 2001 ).”