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Journal ArticleDOI

Hysteretic models for sliding bearings with varying frictional force

TLDR
In this article, the biaxial behavior of a single friction pendulum, in which the slider contacts the restrainer, is developed using a smooth hysteretic model with nonlinear kinematic hardening.
Abstract
Summary The friction pendulum system is a sliding seismic isolator with self-centering capabilities. Under severe earthquakes, the movement may be excessive enough to cause the pendulum to hit the side rim of the isolator, which is provided to restrain the sliding. The biaxial behavior of a single friction pendulum, in which the slider contacts the restrainer, is developed using a smooth hysteretic model with nonlinear kinematic hardening. This model is extended to simulate the biaxial response of double and triple friction pendulums with multiple sliding surfaces. The model of a triple friction pendulum is based on the interaction between four sliding interfaces, which in turn is dependent upon the force and displacement conditions prevailing at these interfaces. Each of these surfaces are modeled as nonlinear biaxial springs suitable for a single friction pendulum, using the yield surface, based on the principles of the classical theory of plasticity, and amended for varying frictional yield force, due to variation in vertical load and/or velocity-dependent friction coefficient. The participation of the nonlinear springs is governed by stick-slip conditions, dictated by equilibrium and kinematics. The model can simulate the overall force-deformation behavior, track the displacements in individual sliding surfaces, and account for the ultimate condition when the sliders are in contact with their restrainers. The results of this model are verified by comparison to theoretical calculations and to experiments. The model has been implemented in programs IDARC2D and 3D-BASIS, and the analytical results are compared with shake table experimental results. Copyright © 2013 John Wiley & Sons, Ltd.

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Citations
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Journal ArticleDOI

A model of triple friction pendulum bearing for general geometric and frictional parameters

TL;DR: In this paper, the authors present a revised model of the TFP bearing in which no assumptions are made on the location of the resultant forces at each sliding surface and no constraints on the values of the coefficient of friction are required, provided that all sliding surfaces are in full contact.
Journal ArticleDOI

A new model order reduction strategy adapted to nonlinear problems in earthquake engineering.

TL;DR: In this paper, a model order reduction strategy (MOR) based on the proper orthogonal decomposition (POD) method as well as its practical applicability to a realistic building structure is presented.
Journal ArticleDOI

Quintuple Friction Pendulum Isolator: Behavior, Modeling, and Validation:

TL;DR: The behavior of the quintuple friction pendulum isolator is described in this paper, a spherical sliding isolator with six sliding surfaces, five effective pendula, and nine regimes of operation.
Journal ArticleDOI

Lateral-torsional response of base-isolated buildings with curved surface sliding system subjected to near-fault earthquakes

TL;DR: In this paper, a six-storey reinforced concrete (r.c.) office framed building, with an L-shaped plan and setbacks in elevation, is designed assuming three values of the radius of curvature for the curved surface sliding (CSS) system.
Journal ArticleDOI

A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements

TL;DR: In this paper, a smooth hysteresis model for reinforced concrete (RC) structural elements based on the differential equation of the Bouc-Wen model is presented. But this model is not suitable for the case of reinforced concrete.
References
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Journal ArticleDOI

Random vibration of hysteretic systems under bi-directional ground motions

TL;DR: In this paper, a random vibration method is developed for the response analysis of hysteretic structural systems under stochastic two-dimensional earthquake excitations, where the biaxial restoring force is modelled by coupled nonlinear differential equations; the response statistics are obtained using the equivalent linearization technique.
Journal ArticleDOI

Nonlinear Dynamic Analysis of 3‐D‐Base‐Isolated Structures

TL;DR: In this paper, an analytical model and a solution algorithm are developed for nonlinear dynamic analysis of three-dimensional base-isolated structures with elastomeric and/or sliding isolation systems.
Journal ArticleDOI

Spherical sliding isolation bearings with adaptive behavior: Theory

TL;DR: In this article, the principles of operation and force-displacement relationships of three novel spherical sliding isolation bearings are developed in order to determine which surfaces are active at any given time based on the effective radius of curvature, coefficient of friction and displacement capacity of each sliding surface.
Journal ArticleDOI

Characterization and Modeling of Friction Pendulum Bearings Subjected to Multiple Components of Excitation

TL;DR: In this article, a scaled rigid-frame model representing a rigid bridge superstructure on four pendulum bearing is subjected to displacement-controlled orbits and earthquake simulations, and the constant friction coefficient is calibrated for a rate-independent plasticity model for FP bearings.
Journal ArticleDOI

Spherical sliding isolation bearings with adaptive behavior: Experimental verification

TL;DR: In this article, the authors describe an experimental program to examine the force-displacement behavior of a class of multi-spherical sliding bearings, and test the validity of the theory developed in a companion paper that describes the behavior of these devices.
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