Sürdürülebilir Kalkınma Amaçları
Yazarlar
- Araz, O.(1)
- Heidarpour, A.(1)
- Kahya, V.(1)
- Ozyurt, E.(1)
- Wang, Y.C.(1)
- Zhao, X.-L.(1)
- Zingoni, A.(1)
Yayınlar
- BildiriYalnız künye2018Behavior of T and X joints of elliptical hollow sections at both ambient and high temperatures
Ozyurt, E.; Wang, Y.C.; Heidarpour, A.; Zhao, X.-L.
This paper presents the results of a numerical study to develop a method to calculate the ultimate load carrying capacity of welded Elliptical Hollow Section (EHS) joints at elevated temperatures. Extensive numerical simulations, using the non-linear finite element package ABAQUS v6.14-1, have been conducted on EHS T-and X-joints subjected to brace axial compression or tension, considering a wide range of geometrical parameters, pre-stress in chord member and different type of joint orientations. The FE simulation results indicates that the equivalent RHS method is not appropriate for calculating the load carrying capacity of EHS joints at ambient temperature. At elevated temperatures, for T-and X-joints with braces welded to wide sides of chord, replacing the ambient temperature yield strength of steel by the elevated temperature value overestimates the ultimate load carrying capacity of axially loaded EHS T-and X-joints with compressive brace. Alternative design methods have been proposed.
- 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.