Lead Rubber Bearings for Seismic Isolation of Structures in Cold Climates - New Developments
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Détails bibliographiques
Auteur(s): |
Carlos Mendez-Galindo
(Mageba Mexico, Mexico City, Mexico)
Gianni Moor (Mageba International, New York, USA) Samy Rassy (Mageba International, New York, USA) |
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Médium: | papier de conférence | ||||
Langue(s): | anglais | ||||
Conférence: | IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017 | ||||
Publié dans: | IABSE Symposium Vancouver 2017 | ||||
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Page(s): | 54-63 | ||||
Nombre total de pages (du PDF): | 10 | ||||
Année: | 2017 | ||||
DOI: | 10.2749/vancouver.2017.0054 | ||||
Abstrait: |
Nowadays, even in areas that have not been well known for the application of seismic protective measures, there is a growing tendency to design highway bridges, especially curved ones, to withstand strong seismic demands. This paper describes the challenge faced in the seismic isolation using LRBs of a curved highway viaduct where low temperatures must be considered in the design. Specifically, the LRBs must be able to withstand temperatures as low as -30 °C for up to 72 hours, while displaying only minor variations in their effective stiffness. This extreme condition required the development of a new rubber mixture, and the optimization of the general design of the isolators. Since the relevant specifications such as AASHTO Guide Specifications for Seismic Isolation Design and EN 15129: Anti-Seismic Devices contain only limited test data relating to low- temperature performance, extensive full-scale low-temperature dynamic testing was carried out. |