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International Journal of Steel Structures

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16-08-2022

Combined Effect of Bearing Stiffness of the Base Isolator and Damping Characteristics of the Viscous Damper on the Nonlinear Response of Buildings

Authors: Ahmet Hilmi Deringöl, Esra Mete Güneyisi, Osman Hansu

Published in: International Journal of Steel Structures | Issue 5/2022

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Abstract

Recently, the base isolation system (BIS) has been adopted as mature structural protective system which dissipates the most part of the input energy emerged during any type of seismic excitation. However, BIS can induce large displacement because of having easily movement tendency of the bearing. Therefore, this study proposes a set of BIS incorporated with supplementary damping device to control the nonlinear response of the buildings with low and moderate heights. For this, 5 and 10-storey steel moment resisting frames isolated with lead rubber bearing (LRB) with varying stiffness properties (i.e. high, moderate, and low) were studied. Afterwards, viscous damper (VD) was designed with three different damping exponents of 0.3, 0.6, and 1.0 so that they were alternatively distributed both in inner and corner bays throughout the building heights. The effectiveness of the proposed isolation models with and without VDs were evaluated through the nonlinear time history analyses under different earthquake records. Advantages of the developed isolation systems over both the fixed base and the base isolated frames were discussed in terms of the storey, bearing, and relative displacements, roof and interstorey drift ratios, absolute acceleration, base shear, and hysteretic curves. It was shown that low-stiffness-LRB (LLRB) associated with the VD of proper damping exponent and implementation layout significantly mitigated the structural response of the buildings.

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Title: Combined Effect of Bearing Stiffness of the Base Isolator and Damping Characteristics of the Viscous Damper on the Nonlinear Response of Buildings
Authors: Ahmet Hilmi Deringöl
Esra Mete Güneyisi
Osman Hansu
Publication date: 16-08-2022
Publisher: Korean Society of Steel Construction
Published in: International Journal of Steel Structures / Issue 5/2022
Print ISSN: 1598-2351
Electronic ISSN: 2093-6311
DOI: https://doi.org/10.1007/s13296-022-00656-5

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