Experimental study of a scaled bridge model with a unidirectional rocking isolation bearing system (Uni‐RIBS) through shaking table tests
Autor(en): |
Xinhao He
(Department of Civil and Environmental Engineering Graduate School of Engineering Tohoku University Sendai Japan)
Yoshihiro Tajiri (Department of Civil and Environmental Engineering Graduate School of Engineering Tohoku University Sendai Japan) Shigeki Unjoh (Department of Civil and Environmental Engineering Graduate School of Engineering Tohoku University Sendai Japan) Shinsuke Yamazaki (Design & Engineering Department (Technical Development & Administration Section) Building Construction & Steel Structures Engineering Division Building & Infrastructure Sector Nippon Steel Engineering Co. Ltd. Tokyo Japan) Tadayuki Noro (Bridge Products Department (Engineering Section) Business Development Division Building & Infrastructure Sector Nippon Steel Engineering Co. Ltd. Tokyo Japan) |
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Medium: | Fachartikel |
Sprache(n): | Englisch |
Veröffentlicht in: | Earthquake Engineering and Structural Dynamics, 11 Juli 2024, n. 10, v. 53 |
Seite(n): | 3054-3070 |
DOI: | 10.1002/eqe.4152 |
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10784727 - Veröffentlicht am:
20.06.2024 - Geändert am:
20.09.2024