Performance of steel-laminated rubber bearings subjected to combinations of axial loads and shear strains

Author:

Kalfas Konstantinos N.,Mitoulis Stergios A.

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference17 articles.

1. S.A. Mitoulis, Uplift of elastomeric bearings in isolated bridges subjected to longitudinal seismic excitations, Structure and Infrastructure Engineering, (2015) 11:12, 1600-1615, DOI: 10.1080/15732479.2014.983527.

2. Response of base-isolated nuclear structures to extreme earthquake shaking;Kumar;Nuclear Engineering and Design,2015

3. J.F. Stanton, C. W. Roeder, P. Mackenzie-Helnwein, C. White, C. Kuester, B. Craig, Rotation limits for elastomeric bearings Washington DC, National Cooperative Highway Research Program (NCHRP), Transportation Research Board, 2007.

4. Mechanics of rubber bearings for seismic and vibration isolation, John Wiley & Sons;Kelly,2011

5. G.C. Manos, S. Mitoulis, V. Kourtidis, V. Sextos, I. Tegos, Study of the behaviour of steel laminated rubber bearings under prescribed loads, 10th World Conference on Seismic Isolation, Energy Dissipation and Active Vibrations, Control of Structures, Istanbul, Turkey, 2007.

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