Pseudo-Dynamic Tests on a Full-Scale Four-Storey Reinforced Concrete Frame Seismically Retrofitted with Reinforced Concrete Infilling

Author:

Chrysostomou Christis Zenon1,Poljansek Martin2,Kyriakides Nicholas3,Taucer Fabio2,Molina Francisco Javier2

Affiliation:

1. Civil Engineering and Geomatics, Cyprus University of Technology, Limassol, Cyprus Contact:

2. JRC–ELSA Unit/IPSC, European Commission, Ispra, VA, Italy

3. Cyprus University of Technology, Limassol, Cyprus

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference8 articles.

1. KANEPE. Code for Intervention in Reinforced Concrete Buildings, Earthquake Planning and Protection Organization (OASP), 2012.

2. Seismic rehabilitation of concrete structures. Sugano S. (ed). International Publication Series IPS-2. American Concrete Institute: Farmington Hills, MI; 2007.

3. Turk M, Ersoy U, Ozcebe G. Retrofitting of reinforced concrete frames with reinforced concrete infills walls. Proceedings of the fib Symposium on Concrete Structures in Seismic Regions, Athens, Greece, CD, 2003.

4. BS8110. Structural Use of Concrete. Code of Practice for Design and Construction, Part 1, The Council for Codes of Practice. British Standard Institution: London; 1983.

5. BSI. CP110-The Structural Use of Concrete, Part 1, The Council for Codes of Practice. British Standards Institution: London; 1972.

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