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2018, Vibration
Tuned Mass Dampers (TMDs) are widely used for the control and mitigation of vibrations in engineering structures, including buildings, towers, bridges and wind turbines. The traditional representation of a TMD is a point mass connected to the structure by a spring and a dashpot. However, many TMDs differ from this model by having multiple mass components with motions of different magnitudes and directions. We say that such TMDs have added mass. Added mass is rarely introduced intentionally, but often arises as a by-product of the TMD suspension system or the damping mechanism. Examples include tuned pendulum dampers, tuned liquid dampers and other composite mechanical systems. In this paper, we show how a TMD with added mass can be analyzed using traditional methods for simple TMDs by introducing equivalent simple TMD parameters, including the effective TMD mass, the mass of the equivalent simple TMD. The presence of added mass always reduces the effective TMD mass. This effect is e...
Journal of Civil Engineering and Management, 2009
It is the purpose of this paper to analyse the possibility of reducing the vibrations of frame building structures with the help of multiple tuned mass dampers. Structures exposed to strong winds are considered. Excitation forces, which are functions of wind velocity fluctuations, are treated as random forces. The spectral density functions of wind velocity fluctuations are assumed as proposed by Davenport. The correlation theory of random vibration is used and the root mean squares of displacements and accelerations are determined. Several remarks, concerning the effectiveness of multiple tuned or mass dampers, are formulated from the results of calculation.
This paper investigates the effectiveness of a passive Tuned Mass Damper (TMD) attached to a three story building in reducing the response of the structure to harmonic and seismic excitations. Some examples of existing building structures that contain tuned mass dampers are briefly described. Generally, inertial mass is attached near the top, through springs and viscous damping mechanisms. The frequency of the TMD is normally tuned to a particular frequency of the structure so that the two peaks of the frequency response curve of the damped system have the same dynamic amplification, when expressed in terms of displacements. Design charts and equations to determine the optimum values of mass, damping, and stiffness for a passive TMD are illustrated. Numerical simulations have been performed to assess the optimum TMD efficiency in reduction of the seismic and harmonic response of the structure. In addition, this paper shows that a TMD is more effective to mitigate the vibrations indu...
Journal of Advances and Scholarly Researches in Allied Education
Now a days, structures are continuously increasing in the construction industries which are having a very low damping value. The structures can easily fail under structural vibrations induced by earthquake and wind, some several techniques are available today to control the vibration of the structure, TMD is one of these techniques are use today. Some investigations are carried out to identify the importance and performance of tuned mass damper in different structures. In this thesis, a one-storey and a two-storey building frame models are developed for shake table experiment under sinusoidal excitation to observe the response of the structure with and without TMD. The TMD is tuned to the structural frequency of the structure keeping the stiffness and damping constant. Various parameters such as frequency ratio, mass ratio, tuning ratio etc. are considered to observe the effectiveness and robustness of the TMD in terms of percentage reduction in amplitude of the structure. Then the responses obtained are validated numerically using finite element method. From the study it is observed that, TMD can be effectively used for vibration control of structures.
Vibroengineering PROCEDIA, 2019
The tuned mass damper (TMD) is an effective way to deal with excessive vibration of structures. Its high efficiency is, however, conditioned by proper design. The optimization of TMD is a complicated process, because a closed-form solution for its optimal parameters is known only for several simplified cases. This paper presents an approach of dynamic response calculation of structures with TMD in modal coordinates, which is suitable for repeated evaluations of response to harmonic load which is necessary in case of optimizing TMD parameters for large and damped systems.
The protection of civil structures, including their material contents and human occupants, is without doubt a world-wide priority of most serious current research. Such protection may range from reliable operation and comfort, on one hand, to serviceability on the other. Examples of such structures which leap to one's mind include buildings, towers, and bridges. In like manner, events which cause the need for such protective measures are environmental like earthquakes and winds, or moving loads like cars and pedestrians in the case of bridges. The earthquake hazard is translated in severe vibrations for the structural systems. In order to handle this world wide problem auxiliary damping devices is added to absorb those vibrations. One of the early used damping devices is the Tuned Mass Damper (TMD) which is a passive system in that it absorbs the structural response without adding an external control signal. In this work a case study of three stories building model excited by a simulated earthquake hazard is investigated versus the response of the same building supplied by a TMD.
In recent days, the numbers of taller and lighter structures are endlessly increasing within the construction industries that are versatile and having a very low damping value. Those structures will simply fail under structural vibrations induced by earthquake and wind. Therefore many techniques are available nowadays to minimize the vibration of the structure, out of that idea of using TMD could be oldest one.
Current trend in construction industry demands taller and lighter structures, which are also more flexible and having quite low damping value. These structures are flexible and constructed as light as possible, which have low value of damping. This increases failure possibilities and also problems from serviceability point of view. Current trends use several techniques to reduce wind and earthquake induced structural vibration, out of the several techniques available for vibration control, concept of using TMD (Tuned mass damper) is a newer one. This study was made to study the effectiveness of using TMD for controlling vibration of structure. Passive tuned mass damper (TMD) is widely used to control structural vibration under wind load but its effectiveness to reduce earthquake induced vibration is an emerging technique. Total two types of models, i.e., 3D frame with single TMD and 3D frame with double TMD are considered. Total six numbers of loading conditions are considered named sinusoidal ground acceleration, EW component of 1940 El-Centro earthquake (PGA=0.2144g), compatible time history as per spectra of IS-1893 (Part-1):2002 for 5% damping at rocky soil (PGA=1.0g), Sakaria earthquake (PGA=1.238g), The Landers earthquake (1992) (PGA=1.029g) and Mexico earthquake(1995)(PGA=1.24g) for time history analysis of considered model. The effectiveness of single TMD to reduce frame vibration is studied for variation of mass ratio of TMD to 3D frame. Also the effect of double tuned mass damper on the 3D frame response is studied for variation of mass ratio of damper. From the study it is found that effectiveness of TMD increases with increase in mass ratio. Use of double TMD is much more effective than single TMD of same mass ratio for vibration mitigation under earthquake as well as sinusoidal acceleration.
Vibration of wind turbine components due to aero-elasticity will cause structural failure. Here the structural failure refers to the high rise structures, which fails to withstand in its operating condition. There are 100+ structural failures recorded until Sep 2014 (Caithness wind farm’s data). Vibration affects the performance as well as the expected life of the components. The harmful things with high rise structures are: Low natural frequency, more prone to bending, wind-induced oscillations and torsional oscillations. The extreme wind conditions in the regions not prone to hurricanes will also experience these structural failures. High rise structures are not stable and have more static deflections too. The causes are wind load, restoring moment, vortex shedding and the motion of structures. A technique called Tuned Mass Damper (TMD) is proposed here to mitigate the wind induced oscillations via, Pendulum type Tuned Mass Damper (PTMD) have an oscillating mass about a fixed pivot. The mass associated with pendulum will produce a restoring force & will make the vibrating structure to be in equilibrium state or stable state. Results shows 5% reduction in tower frequency for 1% of tower mass as bob mass and reduction in time taken to achieve equilibrium as well as displacement of the tip of the tower.
14th SGEM GeoConference on SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING, 2014
This paper presents the numerical results of a semi-active tuned mass damper (STMD) attached to a three-storey building in reducing the response of the structure to harmonic and earthquake excitations. Uncertainties in dynamic characteristics of a structure as well as the frequency content and intensity of the excitation may cause a deterioration of the performance of the passive tuned mass damper (TMD). For these reason a semiactive tuned mass damper with variable damping (linear) is studied. The simulation of the semi-active clipping control strategy is performed in order to select an optimal semiactive damping for improving the performance of the TMD. In addition, this paper shows the STMDs are enough effective to diminish the vibrations induced by harmonic loads and earthquakes.
This contribution gives an introduction about the design and the practical application of Tuned Mass Dampers (TMD). Especially the practical adaptation of the theoretical defined optimum specification and the effect of all relevant parameters will be discussed. On the basis of realized footbridge projects where TMDs have been successfully applied to reduce the occurring vibrations, practical ways for an experimental determination of the relevant dynamic behaviour and the in situ assessment of the TMD effectiveness will be introduced.
Engineering Structures, 1998
This paper summarizes the results of a parametric study performed to enhance the understanding of some important characteristics of tuned mass dampers (TMD). The effect of detuning on some of the TMD parameters on the performance is studied using steady-state harmonic excitation analysis and time-history analysis. The El Centro and Mexico excitations are used for time-history analysis. The effects of tuning criteria and significance of numerical tuning are also studied. The correspondence between the design of a TMD for a SDOF structure and a certain mode of a MDOF structure is drawn to simplify TMD design to control a single mode of a multimodal structure. An example is given to illustrate the design procedure. Investigations are made regarding controlling multiple structural modes using multi-tuned mass dampers (MTMD).
Earthquake Engineering & Structural Dynamics, 2012
It is well established that small tuned mass dampers (TMDs) attached to structures are very effective in reducing excessive harmonic vibrations induced by external loads but are not as interesting within the context of earthquake engineering problems. For this reason, large mass ratio TMDs have been proposed with the objective of adding a significant amount of damping to structures, thus constituting a good means of reducing structural response in these cases. This solution has other important and attractive dynamic features such as robustness to system uncertainties and reduction of the motion of the inertial mass. In this context, this paper aims to describe an alternative methodology to existing procedures used to tune these devices to earthquake loads and to present some additional considerations regarding its performance in controlling seismic vibrations. The main feature of the proposed method consists of establishing a direct proportion between the damping ratios of the structure's first two vibration modes and the adopted mass ratio. By equalizing the damping ratios of the system's main vibration modes, this proposal also facilitates the use of simplified methods, such as modal analysis based on response spectra. To demonstrate the usefulness of this alternative methodology, an application example is presented, which was also used to perform a parametric study involving other tuning methods and to estimate mass ratio values from which there is no significant advantage in increasing the TMD mass.
Lecture Notes in Civil Engineering, 2020
Earthquake Engineering & Structural Dynamics, 2005
This paper presents an energy-based theoretical model for a two degree-of-freedom mechanical system. After a general formulation in Appendix A, the model is specialized to study tuned mass dampers as a means to substantially increase modal damping in order to induce a consequential decrease of the seismic response of the structures thus provided. Although approximate since it neglects coupling due to damping, it is shown that the model yields a ÿrst-order approximation to the exact frequencies, providing values of optimum damping that closely match exact results proposed by others. In view of this, it is proposed that the model be applied through an iterative numerical procedure that identiÿes the pertinent optimum parameters. It is also shown that for certain particular benchmark cases the model provides closed-form equations for the parameters deÿning the dynamic states related to these special conditions. Despite its approximate nature the model presented in this paper is rational, and due to its explicit consideration of energy balance and overall simplicity, it provides a convenient platform for the study of tuned mass dampers, as well as for other methods of structural passive control. Copyright
A review of representative research on tuned massed dampers (TMD) reported in journals in recent years is presented. TMDs are divided into four categories: conventional TMDs, pendulum TMDs (PTMDs), bi-directional TMDs (BTMDs), and tuned liquid column dampers (TL-CDs).
The need for new and better means of designing new structures and retrofitting existing ones from the damaging effects of severe environmental loadings has motivated civil engineers to develop innovative simple concepts of structural control to preserve the structural integrity of these buildings. One of the most effective concepts is the use of a tuned mass damper (TMD) to reduce the undesirable vibrations and enhance the response of the structure induced by wind or earthquake loads. The TMD is a passive energy absorbing device, consists of a mass, spring and a viscous damper attached to the structure. This system has proved to be significant in protecting environmental threats of large structures like towers, bridges and high rise buildings. Despite the fact that the TMD system has been successfully used for high-rise buildings, it needs a huge mass and a large room for installation at the top floor of the building, causing extra production cost and storage space problems. The present study aims to apply this concept for ordinary low-rise buildings making use of part of the building as the pendulum mass like water storage tanks located at top of the roof for these buildings. In this case the water tanks should be hung from the topmost story girder forming a pendulum. The damper of this type needs neither additional mass nor space because the building equipment is integrated into the damper. The study will develop a simple analytical technique which may be used by the designers to find out the optimum parameters of TMD that result in considerable reduction for the lateral vibrations.
Civil Engineering Journal
Given the burgeoning demand for construction of structures and high-rise buildings, controlling the structural vibrations under earthquake and other external dynamic forces seems more important than ever. Vibration control devices can be classified into passive, active and hybrid control systems. The technologies commonly adopted to control vibration, reduce damage, and generally improve the structural performance, include, but not limited to, damping, vibration isolation, control of excitation forces, vibration absorber. Tuned Mass Dampers (TMDs) have become a popular tool for protecting structures from unpredictable vibrations because of their relatively simple principles, their relatively easy performance optimization as shown in numerous recent successful applications. This paper presents a critical review of active, passive, semi-active and hybrid control systems of TMD used for preserving structures against forces induced by earthquake or wind, and provides a comparison of the...
2017
The slender design of a 240 m tall tower structure requires additional structural damping to reduce vortex shedding induced vibrations. Wind tunnel tests indicate that wind speeds can produce critical accelerations at the observation deck on the tower’s top level. The resulting displacements not only give concern regarding fatigue initiation at the concrete core of the tower, but would also lead to the discomfort to its visitors. To mitigate critical displacements a state of the art passive Tuned Mass Damping (TMD) system was chosen to be implemented. The primary use of the tower is not only to give visitors access to the observation deck but to serve as a test facility for equipment susceptible to building sway. To tests the equipment under real life conditions the TMD system is required to be either in passive mode or to artificially excite the tower in its fundamental mode of vibration and cause a significant controlled building sway in a defined direction. To satisfy these requi...
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