Full-Scale Static Loading and Free-Vibration Tests of a Real Bridge with Friction Pendulum Bearing System (FPS) and Design Parameter Estimation-Reference-Cited by-同舟云学术

Full-Scale Static Loading and Free-Vibration Tests of a Real Bridge with Friction Pendulum Bearing System (FPS) and Design Parameter Estimation

Published:2022-12-07 Issue: Volume: Page:1-26
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

He Xinhao¹^ORCID,Unjoh Shigeki¹,Inaba Naofumi²,Urago Takaomi²,Yamazaki Shinsuke³,Noro Tadayuki⁴

Affiliation:

1. School of Engineering, Department of Civil and Environmental Engineering, Tohoku University, Sendai, Japan

2. Construction/Maintenance Departmen, Kanazawa Branch, Central Nippon Expressway Co. Ltd., Kanazawa, Japan

3. Design & Engineering Department (Technical Development & Administration Section), Building Construction & Steel Structures Engineering Division, Building & Infrastructure Sector, Nippon Steel Engineering Co. Ltd., Tokyo, Japan

4. Bridge Products Department (Engineering Section), Business Development Division, Building & Infrastructure Sector, Nippon Steel Engineering Co. Ltd., Tokyo, Japan

Funder

JSPS

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2022.2151529

Reference54 articles.

1. Multiaxial Behaviors of Laminated Rubber Bearings and Their Modeling. I: Experimental Study

2. Identification of first and second order models for the superstructure of base-isolated buildings using free vibration tests: A case study

3. REPEATABLE DYNAMIC RELEASE TESTS ON A BASE-ISOLATED BUILDING

4. Nonlinear Dynamic Response of HDRB and Hybrid HDRB-Friction Sliders Base Isolation Systems

5. Field testing of low-rise base isolated building

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