ORCID "Kahya, Volkan / 0000-0003-1392-4483" için listeleme
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RESONANT VIBRATIONS OF TWO-SPAN RAILWAY BRIDGES UNDER HIGH-SPEED TRAINS
Kahya, Volkan; Araz, Onur; Turan, Muhittin (Yildiz Technical Univ, 2015)In this study, resonant vibrations of two-span railway bridges subjected to high-speed trains (HSTs) are studied. The continuous beam is modelled by using Bernoulli-Euler beam theory, and the train is considered as a series ... -
A SEQUENTIAL APPROACH BASED DESIGN OF MULTIPLE TUNED MASS DAMPERS UNDER HARMONIC EXCITATION
Kahya, Volkan; Araz, Onur (Yildiz Technical Univ, 2019)This study evaluates the response reduction effect of single-degree-of-freedom (SDOF) primary systems with multiple tuned mass dampers (MTMDs) under harmonic excitation. To design MTMD, TMD properties are re-calibrated ... -
Series multiple tuned mass dampers for vibration control of high-speed railway bridges
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 ... -
Series tuned mass dampers in train-induced vibration control of railway bridges
Kahya, Volkan; Araz, Onur (Techno-Press, 2017)This paper presents the series multiple tuned mass dampers (STMDs) to suppress the resonant vibrations of railway bridges under the passage of high-speed trains (HSTs). A STMD device consisting of two spring-mass-damper ... -
Series tuned mass dampers in vibration control of continuous railway bridges
Araz, Onur; Kahya, Volkan (Techno-Press, 2020)This paper presents the applicability of series tuned mass dampers (STMDs) to reduce the multiple resonant responses of continuous railway bridges under high-speed train. The bridge is modeled by two-span Bernoulli-Euler ... -
A simple design method for multiple tuned mass dampers in reduction of excessive vibrations of high-speed railway bridges
Kahya, Volkan; Araz, Onur (Gazi Univ, Fac Engineering Architecture, 2020)In this study, a simple method is proposed to obtain the optimum design parameters of vibration absorbers consisting of several tuned mass damper units connected each other in parallel. The method is essentially the extension ...