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The objective of this PhD is to study the seismic behavior of elastic and inelastic structural systems equipped with viscous and viscoelastic dampers and develop design procedures according to Eurocode 8 for steel buildings. Both types of dampers belong to the category of passive supplemental damping devices. These devices can be used either for new building or for retrofitting purposes of existing buildings. Dampers act by dissipating seismic energy and can significantly decrease the response of structural frame buildings subjected to earthquakes. Building drifts and member forces are substantially reduced by adding damping to the structure and thus both structural and non-structural components are protected. Viscoelastic dampers also add stiffness to the structure. Viscous fluid dampers consist of a hollow cylinder filled with fluid, the fluid typically being silicone based. The damper is attached to the structure within chevron or diagonal bracing. As the damper piston rod and piston head are stroked, fluid is forced to flow through orifices either around or through the piston head. The resulting differential in pressure across the piston head very high pressure on the upstream side and very low pressure on the downstream side can produce very large forces that resist the relative motion of the damper. Viscoelastic solid dampers generally consist of solid elastomeric pads viscoelastic material bonded to steel plates. The steel plates are attached to the structure within chevron or diagonal bracing. As one end of the damper displaces with respect to the other, the viscoelastic material is sheared resulting in the development of heat which is dissipated to the environment. All the proposed literature covers the theory describin... ... middle of paper ... ...representing the yielding structure. Further details are presented for the calculation of the properties for the multi degree-of-freedom system. This method has been incorporated in the American guidelines for new buildings (NEHRP 2000 – FEMA 368). American codes include guidelines for incorporation of viscous and viscoelastic dampers in new and existing buldings since 2000 (FEMA 368, 369, 450) and 1997 (FEMA 273, 274, 356, 357) respectively, by using either linear static or linear dynamic procedure. Further study is needed to propose a design procedure for buildings equipped with linear or nonlinear viscous or viscoelastic dampers but allowing the frame to behave inelastically, since almost all of the research has been conducted on frames to remain elastic. This procedure will be developed according to Eurocode 8, so that in the future it can be incorporated in it.

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