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Constitutive Model of High-Damping Rubber Materials
Publisher: American Society of Civil Engineers
Abstract: A mathematical model of high-damping rubber materials is developed. First the material experiments necessary for modeling are systematically conducted. Then, on the basis of the results of the material experiments, a ...
Multiaxial Behaviors of Laminated Rubber Bearings and Their Modeling. II: Modeling
Publisher: American Society of Civil Engineers
Abstract: Mathematical models of laminated rubber bearings under multiaxial loading are proposed on the basis of the experimental data in the accompanying paper. First, a one-dimensional model of the bearings is proposed. In this ...
Multiaxial Behaviors of Laminated Rubber Bearings and Their Modeling. I: Experimental Study
Publisher: American Society of Civil Engineers
Abstract: Cyclic behaviors of three types of laminated rubber bearings under multiaxial loading state are studied. First, the characteristics of the restoring forces of these bearings in small amplitude are investigated. The ...
Three-Dimensional Finite-Element Analysis of High Damping Rubber Bearings
Publisher: American Society of Civil Engineers
Abstract: A three-dimensional finite element modeling of high damping rubber bearings is studied. At first, the constitutive model of high damping rubber materials proposed by the writers is formulated in order to derive the ...
Measurement Method for Continua by Image Processing
Publisher: American Society of Civil Engineers
Abstract: In this study, the measurement system for continua using the image processing technique is developed. At first, a correlation-based template that matches an Eulerian coordinate system is extended to trace the motion of ...
System Identification of Two Base-Isolated Bridges Using Seismic Records
Publisher: American Society of Civil Engineers
Abstract: Identification of system parameters from seismic accelerations recorded on a base-isolated bridge provides an excellent opportunity to examine the performance of various components of such bridge systems. This study proposes ...
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