نتایج جستجو برای: magnetorheologicalmr damper

تعداد نتایج: 3562  

2008
Arjon Turnip Seonghun Park

In this paper, numerical aspects of a sensitivity control for the semi-active suspension system with a magneto-rheological (MR) damper are investigated. A 2-dof quarter-car model together with a 6th order polynomial model for the MR damper are considered. For the purpose of suppressing the vertical acceleration of the sprung mass, the square of the vertical acceleration is defined as a cost fun...

2015
S. Abdel Salam

The most important property of a base-isolation system is to make the base more flexible than the elements of the superstructure, but it must still be stiff enough to resist typical pounding forces, wind loadings, and similar low-amplitude horizontal forces. However, the potential consequences of earthquake-induced poundings on seismically isolated buildings can be much more substantial, and, t...

Journal: :Harvard business review 2001
S Thomke

The high cost of experimentation has long put a damper on companies' attempts to create great new products. But new technologies are making it easier than ever to conduct complex experiments quickly and cheaply. Companies now have an opportunity to take innovation to a whole new level--if they're willing to rethink their R&D from the ground up.

Journal: :Applied sciences 2022

A suspended ceiling system (SCS) is one of the most fragile and non-structural elements during earthquakes. However, effective seismic protection technologies for enhancing have not been developed other than steel bracing system. An innovative passive vibration control proposed in this paper, which equipped a damper-employed pulley amplification mechanism into indirect system, named pulley–damp...

2008
M. T. Nguyen H. Dalvand Ying-Hao Yu Q. P. Ha

This paper presents an efficient control strategy for magnetorheological (MR) dampers embedded in building structures to mitigate quake-induced vibrations. In this work, MR dampers are used as semi-active devices, taking the advantages of the fail-safe operation and low power requirement. By using a static hysteresis model for the MR damper, a suitable controller is proposed here for direct con...

2014
David Kim Eun Hee Sung Kwan-Soon Park Jaegyun Park

This paper presents the evaluation of seismic performance and cost-effectiveness of a multiple slim-type damper system developed for the vibration control of earthquake excited buildings. The multiple slim-type damper (MSD) that consists of several small slim-type dampers and linkage units can control damping capacity easily by changing the number of small dampers. To evaluate the performance o...

2007
Won-Hyun Kim

Evaluation of the torsional vibration characteristics of a crankshaft system is indispensable to the development of marine diesel engines. It influences the selection or decision about shafting components such as the flywheel, torsional damper, generator and even modification of the crankshaft itself. In this paper, experimental and analytical investigations of torsional vibration were carried ...

2007
S. Gras

Advanced laser interferometers gravitational wave detectors may need to substantially reduce the Q-factor of test mass normal modes to eliminate parametric instability. In this paper we investigate various ring damper configurations for two different laser beam geometries. We show that there is a well defined location near the mid point of a test mass where the thermal noise degradation from th...

This study targets the behavior of shear buildings equipped with tuned liquid column dampers (TLCD) which attenuate dynamic load-induced vibrations. TLCDs are a passive damping system used in tall buildings. This kind of damper has proven to be very efficient, being an excellent alternative to mass dampers. A dynamic analysis of the structure-damper system was made using the software DynaPy, de...

Journal: :Buildings 2023

Among the existing passive energy dampers, I-shaped shear dampers had shown suitable performance in experimental and numerical studies. Although they improve dissipating ductility of concentrically braced frames (CBFs), reduce stiffness ultimate strength system. Three approaches are generally used to overcome problem, including (a) increasing thinness plates, (b) number (c) using more bays. The...

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