Numerical Simulation of the Loading Tests of Laminated Rubber Bearings.

Matsuda, Akihiro; Ohtori, Yasuki; Yabana, Shuichi; Hirata, Ken‐ichi

doi:10.1299/jsmea.44.160

Cited by 5 publications

(3 citation statements)

References 1 publication

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“…Matsuda et al . investigated vertical and lateral stiffnesses of a rubber bearing using FE‐analysis with the Neo−Hookean model. Gracia et al .…”

Section: Introductionmentioning

confidence: 99%

“…In this study, the hyper-elastic constitutive relation of natural rubber is modeled using the Ogden model [26], which is more general than the MooneyÀRyvlin model and NeoÀHookean model. Matsuda et al [27] investigated vertical and lateral stiffnesses of a rubber bearing using FE-analysis with the NeoÀHookean model. Gracia et al [28] developed an overlay model for simulating hyperelastic and viscoelastic behavior.…”

Section: Introductionmentioning

confidence: 99%

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Finite‐element analysis of laminated rubber bearing of building frame under seismic excitation

Ohsaki

Miyamura

Kohiyama

et al. 2015

Earthq Engng Struct Dyn

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SUMMARYFinite element analysis is carried out for a building frame supported by laminated rubber bearings to simultaneously investigate global displacement and local stress responses under seismic excitation. The frame members and the rubber bearings are discretized into hexahedral solid elements with more than 3 million degrees of freedom. The material property of rubber is represented by the Ogden model, and the frame is assumed to remain in elastic range. It is shown that the time histories of non-uniform stress distribution and rocking behavior of the rubber bearings under a frame subjected to seismic excitation can be successfully evaluated, and detailed responses of base and frame can be evaluated through large-scale finite element analysis.

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“…Matsuda et al . investigated vertical and lateral stiffnesses of a rubber bearing using FE‐analysis with the Neo−Hookean model. Gracia et al .…”

Section: Introductionmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

Finite‐element analysis of laminated rubber bearing of building frame under seismic excitation

Ohsaki

Miyamura

Kohiyama

et al. 2015

Earthq Engng Struct Dyn

View full text Add to dashboard Cite

show abstract

“…Analysis of rubber material is very difficult because of its incompressibility that leads to constitutive relation using hyper-elastic model. Matsuda et al [1] investigated vertical and lateral stiffnesses of a rubber bearing using FE-analysis. The Mooney-Rivlin model is used for rubber material.…”

Section: Introductionmentioning

confidence: 99%

High-Precision Finite-Element Analysis of Rubber Bearing for Base-Isolation of Building Structures

Ohsaki¹,

Miyamura²,

Kohiyama³

et al. 2014

Proceedings of the 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM

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Seismic response analysis is carried out for a base-isolated frame． The RC-frame members as well as the rubber bearings are discretized into hexahedral finite elements. The material properties of rubber are represented by the Ogden model, and the frame is assumed to remain in elastic range. The seismic response analysis of the frame, which has more than 3 million degrees of freedom is carried out using the E-Simulator, which is under development at E-Defense, Japan, based on a software package called ADVENTURECluster. It is shown that the global and local responses can be simultaneously evaluated through a high-precision finite element analysis.

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Base Isolation as a Solution for Protecting the Laboratory Buildings and Equipment: A Case Study from Novi Sad, Serbia

Marinković,

Butenweg

2024

Lecture Notes in Civil Engineering

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Numerical Simulation of the Loading Tests of Laminated Rubber Bearings.

Cited by 5 publications

References 1 publication

Finite‐element analysis of laminated rubber bearing of building frame under seismic excitation

Finite‐element analysis of laminated rubber bearing of building frame under seismic excitation

High-Precision Finite-Element Analysis of Rubber Bearing for Base-Isolation of Building Structures

Base Isolation as a Solution for Protecting the Laboratory Buildings and Equipment: A Case Study from Novi Sad, Serbia

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