In last two decades, the base isolation technology has been increasingly used around the world to mitigate the seismic response of structures. Among several different isolation devices, lead-rubber bearings (LRBs) became a widely used option as a result of their superior performance. However, during earthquakes with long period and duration, the temperature of the lead core in LRBs increases. This reduces the characteristic strength of the core and causes the degradation of the horizontal mechanical properties of the LRBs. This paper presents a new nonlinear hysteretic model that describes the degradation law of the horizontal mechanical properties of LRBs accurately under earthquakes with long period and long duration. Press-shear tests of a full-scale LRB were conducted to obtain the horizontal mechanical properties under normal-speed horizontal loading and high-speed horizontal loading conditions. The speed and duration of these tests are adjusted to match the maximum speed and duration of loading which isolators would typically experience under earthquakes with long period and long duration. The degradation relationships for the horizontal mechanical properties of LRBs were obtained from the experimental results. The generalized Bouc-Wen model was selected to capture this degradation. By modifying the Bouc-Wen model with the introduction of new parameters and by calibrating the resulting model using the experimental data, this paper provides a new speed-dependent nonlinear hysteretic model for LRBs. This model can describe the degradation law of the horizontal mechanical properties of LRBs accurately. This in turn will enable more accurate seismic analysis of isolated structures under long-period and long-duration earthquake waves.
K E Y W O R D Sa speed-dependent hysteretic nonlinear model, horizontal mechanical properties, leadrubber bearings, the degradation law, the generalized Bouc-Wen model
The horizontal displacement values experienced by the isolation layer of base-isolated buildings can exceed the allowable range and cause failures during the rare or very-rare earthquakes. Excessive horizontal displacements of the isolation layer may cause collisions between the building and retaining walls of the isolation ditch and even cause the collapse of the isolated building. This paper proposes a cost-effective, easy-to-build, passive bumper device, called Flexible Limit Protective Device (FLPD) in order to act as shock-absorbers. Through numerical simulations and experiments, the nonlinear behavior of the FLPD is investigated. Subsequently, through structural simulations, the effectiveness of using FLPDs is studied. The elitist non-dominated sorting genetic algorithm (NSGA-II) is used to optimize the design of FLPDs, and the response of structures equipped with optimized FLPDs are simulated numerically. The results indicate that proposed optimized FLPDs can effectively work as shock-absorbers for base-isolated structures. This paper can provide a guideline for the design of shock-absorbers.
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