Seismic performance of the typical RC beam–column joint subjected to repeated earthquakes

Author:

Hassanshahi Omid,Majid Taksiah A.,Lau Tze Liang,Yousefi Ali,Tahara R. M. K.

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Reference23 articles.

1. D. Murià-Vila and A. M. Toro Jaramillo, “Effects of several events recorded at a building founded on soft soil”, In 11th European Conference on Earthquake Engineering, Paris. (1998).

2. Seismic response of steel frames under repeated earthquake ground motions

3. Structural Damage Claims Attributed to Aftershocks

4. K. M. Twigden, C. A. Oyarzo-Vera, and N. Chouw, “Experimental study of earthquake sequence effect on structures”. Proceedings of the Ninth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Society. 14-16 April, Auckland, New Zealand (2011).

5. S. S. Mahini, and H. R. Ronagh, “A new method for improving ductility in existing RC ordinary moment resisting frames using FRPs”. Asian Journal of Civil Engineering (Building and Housing), (2007), 8(6), pp. 581–595.

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