Dynamic Modal Parameters of an Extremely Lightweight Structure Using a Gyroid Core for Bridge Bearings

Author:

Sengsri P.,Kaewunruen S.

Publisher

Springer Nature Singapore

Reference43 articles.

1. Crocker, M.J. Lee, G.C., Kitane, Y., Buckle, I.G.: Literature review of the observed performance of seismically isolated bridges. In: Research Progress and Accomplishments: Multidisciplinary Center for Earthquake Engineering Research, pp. 51–62 (2001)

2. Chen, W.F., Duan, L.: Bridge Engineering: Seismic Design (Principles and Applications in Engineering). CRC Press, Boca Raton (2003)

3. Tubaldi, E., Dall’Asta, A.: A design method for seismically isolated bridges with abutment restraint. Eng. Struct. 33(3), 786–795 (2011)

4. Mitoulis, S.A.: Uplift of elastomeric bearings in isolated bridges subjected to longitudinal seismic excitations. Struct. Infrastruct. Eng. Maint. Manage. Life- Cycle Design Perform 11(12) (2015)

5. European Committee for Standardization (ECS).: Structural bearings—Part 3: elastomeric bearings (EN 1337-). ECS, Brussels (2005a)

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