Stress softening behaviour of HDNR bearings: modelling and influence on the seismic response of isolated structures-Reference-Cited by-同舟云学术

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Stress softening behaviour of HDNR bearings: modelling and influence on the seismic response of isolated structures

Published:2017 Issue: Volume: Page:
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Tubaldi Enrico¹^ORCID,Ragni Laura²,Dall'Asta Andrea³,Ahmadi Hamid⁴,Muhr Alan⁴

Affiliation:

1. Department of Civil and Environmental Engineering; Imperial College London; London UK

2. Department of Construction, Civil Engineering and Architecture; Polytechnic University of Marche; Ancona AN Italy

3. School of Architecture and Design; University of Camerino; Ascoli Piceno 63100 AP Italy

4. Tun Abdul Razak Research Centre (TARRC); Brickendonbury SG13 8NL Hertford UK

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference42 articles.

1. Softening of rubber by deformation;Mullins;Rubber Chemistry and Technology,1969

2. Mullins effect and the strain amplitude dependence of the storage modulus;Govindjee;International Journal of Solids and Structures,1992

3. Effect of scragging on parameters in viscoplastic model for filled rubber;Kingston;Plastics, Rubber and Composites,2011

4. Modelling the stress-strain behavior of rubber;Muhr;Rubber Chemistry and Technology,2005

5. Superimposed finite elastic-viscoelastic-plastoelastic stress response with damage in filled rubbery polymers. Experiments, modelling and algorithmic implementation;Miehe;Journal of the Mechanics and Physics of Solids,2000

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