Effect of Elastomeric Bearings in Bridge Piers

Author:

SARITAŞ Fevzi

Publisher

Dicle Universitesi Muhendislik Fakultesi Muhendislik Dergisi

Subject

General Medicine

Reference14 articles.

1. [1] Sheikh, M.N., Vivier, A., Legeron, F. Seismic vulnerability of hollow core concrete bridge pier. In Proceedings of the 5th International Conference on Concrete under Severe Conditions of Environment and Loading, Consec ’07, Paris, France, , pp. 1445–1454, 2007.

2. [2] Broderick, B.M., Elnashai, A.S. Analysis of the failure of interstate 10 freeway ramp during the Northridge earthquake of 17 January 1994. Earthquake Engineering and Structural Dynamics. 1995, 24, pp.189–208.

3. [3] Elnashai, A.S., Bommer, J.J., Baron, C.I., Lee, D.H., Salama, A.I. Selected engineering seismology and structural engineering studies of the Hyogo-Ken Nanbu (Great Hanshin) earthquake of 17 January 1995. ESEE research report: No. 95-2. London: Imperial College, 1995.

4. [4] Abdelkareem, K.H., Machida, A. Effect of vertical motion of earthquake on failure mode and ductility of RC bridge piers. 12th World Conference on Earthquake Engineering, Auckland, New Zeland, 2000.

5. [5] Priestly, M.J.N., Calvi, G.M. Strategies for repair and seismic upgrading of Bolu viaduct 1, Turkey, Journal of Earthquake Engineering, 2002, 06, pp.157-184.

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