Seismic energy analysis of structures with nonlinear fluid viscous dampers-algorithm and numerical verification

2010 ◽  
Vol 20 (4) ◽  
pp. 482-496 ◽  
Author(s):  
Kevin K. F. Wong
Keyword(s):  
Energy Analysis ◽  
Seismic Energy ◽  
Numerical Verification ◽  
Viscous Dampers ◽  
Fluid Viscous Dampers ◽  
Nonlinear Fluid

scholarly journals Mitigating the seismic pounding of multi-story buildings in series using linear and nonlinear fluid viscous dampers

2021 ◽  
Vol 21 (4) ◽  
Author(s):  
Hytham Elwardany ◽  
Robert Jankowski ◽  
Ayman Seleemah
Keyword(s):  
Substantial Improvement ◽  
Point Of View ◽  
Steel Buildings ◽  
Viscous Dampers ◽  
Element Analysis ◽  
Fluid Viscous Dampers ◽  
Adjacent Buildings ◽  
In Series ◽  
Linear And Nonlinear ◽  
Nonlinear Fluid

AbstractSeismic-induced pounding between adjacent buildings may have serious consequences, ranging from minor damage up to total collapse. Therefore, researchers try to mitigate the pounding problem using different methods, such as coupling the adjacent buildings with stiff beams, connecting them using viscoelastic links, and installing damping devices in each building individually. In the current paper, the effect of using linear and nonlinear fluid viscous dampers to mitigate the mutual pounding between a series of structures is investigated. Nonlinear finite-element analysis of a series of adjacent steel buildings equipped with damping devices was conducted. Contact surfaces with both contactor and target were used to model the mutual pounding. The results indicate that the use of linear or nonlinear dampers leads to the significant reduction in the response of adjacent buildings in series. Moreover, the substantial improvement of the performance of buildings has been observed for almost all stories. From the design point of view, it is concluded that dampers implemented in adjacent buildings should be designed to resist maximum force of 6.20 or 1.90 times the design independent force in the case of using linear or nonlinear fluid viscous dampers, respectively. Also, designers should pay attention to the design of the structural elements surrounding dampers, because considerable forces due to pounding may occur in the dampers at the maximum displaced position of the structure.

scholarly journals Performance of Fluid Viscous Dampers on Seismic Response of RCC Structures

2019 ◽  
Vol 8 (12) ◽  
pp. 3685-3691
Keyword(s):  
Seismic Response ◽  
Structural Response ◽  
Time History ◽  
Seismic Energy ◽  
Seismic Zone ◽  
Viscous Dampers ◽  
Modeling And Analysis ◽  
Fluid Viscous Dampers ◽  
Live Loads ◽  
Storey Building

Structures are mainly subjected to various types of loading conditions such as dead loads, live loads and dynamic loads such as earthquake and wind loads etc. The earthquake creates vibration at the base of the structure. In modern seismic design, the damping devices are used to reduce the seismic energy and enable the control of the structural response of the structure. In the present study, the seismic behavior of a structure connected with and without Fluid Viscous Dampers (FVD) has been describes. The software ETABS 2016 is used to perform the modeling and analysis of G +10 storey building by considering seismic zone IV. For analysis IS codes have been referred. The response of the RCC building is evaluated using Push-over and Time history analyses. Fluid Viscous Dampers are suggested to the structure, to control the seismic response and increase the stiffness of the structure.

Influence of shock impulse characteristics on vibration control using nonlinear fluid viscous dampers

2015 ◽  
Vol 23 (9) ◽  
pp. 1463-1479 ◽  
Author(s):  
Dilip I Narkhede ◽  
Ravi Sinha
Keyword(s):  
Vibration Control ◽  
Half Cycle ◽  
Viscous Dampers ◽  
Maximum Displacement ◽  
Maximum Acceleration ◽  
Shock Excitation ◽  
Fluid Viscous Dampers ◽  
Linear And Nonlinear ◽  
Impulse Characteristics ◽  
Nonlinear Fluid

Energy dissipating damping devices such as fluid viscous dampers (FVDs) often have applications in shock vibration control of structural and mechanical systems. Nonlinear FVDs are more suitable compared to the linear FVDs for applications where large force and velocities are exerted, such as in structures subjected to shock excitations. This paper discusses the influence of shock impulse characteristics on vibration control of a single-degree-of-freedom system with linear and nonlinear fluid viscous dampers for three types of shock excitation profile, viz. half-cycle sine, initial-peak saw tooth and rectangular. The following response parameters have been considered: (1) maximum acceleration of the structure, (2) maximum displacement of the structure, and (3) time required for attenuation of response below a specified threshold. An approximation based on the concept of equal energy dissipation to determine the response of the structure with nonlinear fluid viscous dampers subjected to shock excitation has been proposed. The paper also presents non-dimensional design charts for above shock pulses for linear and nonlinear fluid viscous dampers, which can be used for preliminary decision on damper parameters to be used in design.

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