Results 21 to 30 of about 1,105 (220)

The “direct five-step procedure” for the design of added viscous dampers to be inserted into existing buildings: formulation and case study

open access: yesFrontiers in Built Environment, 2023
This paper introduces an updated formulation of a five-step procedure dealing with the design of fluid viscous dampers for the seismic retrofitting of existing frame buildings.
Matteo Marra   +2 more
doaj   +1 more source

Estimation of Cyclic Demand in Metallic Yielding Dampers Installed on Frame Structures

open access: yesApplied Sciences, 2020
The efficacy of hysteretic dampers can be formulated as the number or equivalent inelastic cycles, or the ratio of normalised dissipated energy to displacement ductility. This parameter is used in the design of framed structures with supplemental dampers
Leandro Morillas   +1 more
doaj   +1 more source

Evaluation of effects of hysteretic damping of shape memory alloys on seismic performance of tuned mass damper [PDF]

open access: yesJournal of Structural and Construction Engineering, 2019
Tuned mass damper is a common tool in passive control, which is used in many structures. However, with all the proper features, its most important functional limitation is the weakness against broad band excitation.
Mahdi Kiani, Javad Vaseghi Amiri
doaj   +1 more source

Experimental evaluation of the seismic performance of steel MRFs with compressed elastomer dampers using large-scale real-time hybrid simulation [PDF]

open access: yes, 2011
Real-time hybrid simulation combines experimental testing and numerical simulation, and thus is a viable experimental technique for evaluating the effectiveness of supplemental damping devices for seismic hazard mitigation.
Karavasilis, Theodore L.   +11 more
core   +1 more source

Development of nonlinear analytical model and seismic analyses of a steel frame with self-centering devices and viscoelastic dampers [PDF]

open access: yes, 2011
This paper highlights the role of advanced structural analysis tools on the conception of high-performance earthquake-resistant structural systems. A new steel frame equipped with self-centering devices and viscoelastic dampers is described.
Karavasilis, Theodore L.   +10 more
core   +1 more source

Optimization Design of Coupling Beam Metal Damper in Shear Wall Structures

open access: yesApplied Sciences, 2017
The coupling beam damper is a fundamental energy dissipation component in coupling shear wall structures that directly influences the performance of the shear wall.
Zhe Zhang   +3 more
doaj   +1 more source

Using a damper amplification factor to increase energy dissipation in structures [PDF]

open access: yes, 2015
Fluid dampers are an important tool for dissipating unwanted vibrations in a range of engineering structures. This paper examines the effects of amplifying the displacements transferred to a non-linear damper, to increase the effectiveness of the damper ...
Londoño Monsalve, Julian Mauricio   +5 more
core   +1 more source

Seismic structural and non-structural performance evaluation of highly damped self-centering and conventional systems [PDF]

open access: yes, 2011
This paper evaluates the seismic structural and non-structural performance of self-centering and conventional structural systems combined with supplemental viscous dampers.
Karavasilis, Theodore L.   +5 more
core   +1 more source

The Effects of Dynamic Loading on Hysteretic Behavior of Frictional Dampers [PDF]

open access: yesShock and Vibration, 2014
During an earthquake excitation, a frictional damper may experience many cycles of dynamic loading. The effects of wear and heat induced by the cyclic loading result in the possible decay of the slippage load which subsequently reduce the energy absorption of the damper.
Rahmani Samani, H   +3 more
openaire   +4 more sources

Parametric computational study on butterfly-shaped hysteretic dampers [PDF]

open access: yesFrontiers of Structural and Civil Engineering, 2019
A parametric computational study is conducted to investigate the shear yielding, flexural yielding, and lateral torsional buckling limit states for butterfly-shaped links. After validating the accuracy of the finite element modeling approach against previous experiments, 112 computational models with different geometrical properties were constructed ...
Farzampour, Alireza   +1 more
openaire   +2 more sources

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