Sürdürülebilir Kalkınma Amaçları
Yayınlar
- MakaleAçık Erişim2024Effect of Soil-Structure Interaction on Story Acceleration Response of a High-Rise Building
Araz, O.; Ozturk, K.F.; Cakir, T.
In this paper, the effect of soil–structure interaction (SSI) on the story acceleration response of a high-rise building due to different earthquakes is investigated. To determine the dynamic response of a 40-story building considering SSI, six different foundation soil conditions and ten different earthquake records are considered. The results show that the SSI effect on the story acceleration response of the high-rise building resting on relatively soft soil types is of critical importance.
- MakaleAçık Erişim2018Effects of manufacturing type on control performance of multiple tunedmass dampers under harmonic excitation
Kahya, Volkan; Araz, O.
Using different optimization techniques, the optimum characteristics of multiple tuned mass dampers (MTMD) for reducing the dynamic response of primary structure due to various excitations are studied by many researchers. In this paper, the five practical MTMD models are considered which consist of different combinations of the mass, damping, stiffness coefficient and damping ratio in the MTMD. The criteria selected for the optimality is the minimization of the maximum value of the displacement dynamic magnification factor (DMF) of the primary structure with the MTMD system under external harmonic excitation. The optimum parameters of the MTMD systems are investigated using Sequential Quadratic Programming (SQP). Results obtained illustrate that the optimum MTMD-1 and MTMD-4 have nearly the same control performance and provide higher effectiveness than all the other types of MTMDs of the same mass ratio in reducing the displacement response of primary structure. Finally, a robustness analysis of optimally designed MTMD systems to investigate their performance under errors in the tuned frequencies is also performed in detail.
- BildiriYalnız künye2016Series multiple tuned mass dampers for vibration control of high-speed railway bridges
Kahya, V.; Araz, O.; Zingoni, A.
This paper presents Series Multiple Tuned Mass Dampers (STMDs) in vibration control of railway bridges under the passage of high-speed trains. In solution, the bridge is assumed as a Bernoulli-Euler beam, and the train is simulated as a series of moving forces with constant speed. A classic single TMD, and parallel Multiple TMD(MTMD) devices are also considered for the purpose of comparison. It is assumed that total absorber mass is the same for the devices considered. Optimum absorber parameters are obtained for the criterion based on the minimization of the maximum dynamic displacements of the beam at its midpoint. Control effectiveness and robustness of STMDs are discussed in comparison with other types of absorbers considered.