Dynamic Analysis of Bridge Pier Considering Hysteresis Characteristics of High Damping Rubber Bearings-Reference-Cited by-同舟云学术

Dynamic Analysis of Bridge Pier Considering Hysteresis Characteristics of High Damping Rubber Bearings

Published:2022 Issue: Volume: Page:281-292
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:
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Author:

Park K. H.,Fujiwara Y.,Mazda T.,Kajita Y.

Publisher

Springer Nature Singapore

Link

https://link.springer.com/content/pdf/10.1007/978-981-16-6932-3_25

Reference13 articles.

1. Takenaka Y (2001) Modified H-D model: a new smooth-curve hysteresis model of laminated rubber bearings for base isolation. AIJ J Technol Des 14:87–92

2. Yoshida J (2006) Optimal bilinear models of super high damping rubber bearing for seismic response analyses. J JSCE 62(2):454–466

3. Yoshida J (2014) Extended bilinear hysteretic models for laminated rubber bearings. J JSCE 70(2):238–251

4. Fujisawa K (1993) A study on analytical modeling for seismic isolator. In: Summaries of technical papers of annual meeting Architectural Institute of Japan. B. Structures 1, pp 505–506

5. Ohtori Y (1994) Earthquake response analysis of base isolated building with modified double target model. In: Summaries of technical papers of annual meeting Architectural Institute of Japan. B. Structures 1, pp 793–794

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