Fractional-order derivative (FD) models are widely used to describe the dynamic behavior of rubber-like materials. However, experiments have shown that FD models cannot reproduce the amplitude dependence and the slow stabilization phenomenon under harmonic excitation. To overcome these limitations, we introduce a modified FD Zener (MFDZ) model that incorporates a new parameter, average strain. The MFDZ model is shown to have good agreement with experimental data. Two illustrative examples are conducted to demonstrate the use of the MDFZ model for structural control. The results show that the MFDZ model can better describe rubber-like materials’ behavior and versatility when used in the dynamic analysis of structural systems.

Base isolation is a powerful technique to prevent damage in low- and medium-rise structures during an earthquake. Nowadays, the extensive use of high-damping viscoelastic (VE) materials in base isolators has motivated the necessity to model its mechanical behavior more accurately. Traditional approaches, such as Maxwell and Kelvin models, are often used to predict VE properties. However, these models cannot precisely represent the material’s frequency-dependent behavior. Mathematical models using fractional derivatives (FD) have been shown to have the features needed to capture and predict the salient VE characteristics. Despite the possibility of such accurate descriptions using FD models in VE material applications, their implementation has been limited because of the complex computations needed to obtain the mathematical solution. This is especially true in a base-isolated (BI) building, when the bearing-superstructure coupled system includes both fractional and integer differential equations. In this study, a novel framework is developed based on dynamic substructuring to analyze a hybrid BI system with both integer and fractional order differential equations. To demonstrate the framework, the seismic response of a multidegree of freedom building model coupled with a FD state space model governing the base isolators is obtained. The structural response of the asymmetric-plan 8-story benchmark building with 92 high-damping VE bearings, governed by the fractional derivative Zener (FDZ) model, is calculated and evaluated. Using this well-known benchmark structure, a numerical comparison is performed considering the seismic response of the building fixed to the ground, the BI building with traditional elastomeric bearings, and the BI building with FDZ bearings. The results demonstrate that the framework developed provides an effective and reliable approach to evaluate the hybrid base-isolated system equations.

The fractional-order derivative Zener (FDZ) model can reasonably predict the frequency dependence behavior of rubber-like materials. However, its capability to capture nonlinear behaviors is limited. In our previous work, we built a horizontal shear model of a multidimensional rubber-like base isolation bearing, modifying the FDZ model to compensate for its inability to reproduce the nonlinear behaviors of amplitude dependence and slow stabilization. In this paper, the tension-compression behavior of the same bearing in the vertical direction is studied, where strain-stiffening nonlinear behavior is exhibited. A different strategy is used to establishing the modified tension-compression FDZ (CFDZ) model, which is shown to have good agreement with experimental results. State-space representation of the CFDZ model is presented and included in modelling a train-bridge-bearing system for dynamic analysis. Simulation results demonstrate that the proposed bearing achieves a high base isolation performance in the vertical direction.