In-Plane Seismic Response of URM Walls Upgraded with FRP

Author:

ElGawady Mohamed A.123,Lestuzzi Pierino123,Badoux Marc123

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil and Environmental Engineering, The Univ. of Auckland, Private bag 92019, New Zealand; formerly, PhD Candidate, Applied Computing and Mechanics Laboratory (IS-IMAC), School of Architecture, Civil and Environmental Engineering, Swiss Federal Institute of Technology, 1015 Lausanne (EPFL), Switzerland (corresponding author).

2. Lecturer, IS-IMAC-ENAC-EPFL, 1015 Lausanne, Switzerland.

3. IS-BETON-ENAC-EPFL, 1015 Lausanne, Switzerland; formerly, Professor.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference9 articles.

1. Abrams D. P. and Lynch J. M. (2001). “Flexural behavior of retrofitted masonry piers.” Proc. KEERC-MAE Joint Seminar on Risk Mitigation for Regions of Moderate Seismicity Ill.

2. Strengthening of Unreinforced Masonry Walls Using FRPs

3. Comite Euro-International du Béton (CEN). (1994). “Design provisions for earthquake resistance of structures.” Eurocode 8 Lausanne Switzerland.

4. Behavior of Retrofitted URM Walls under Simulated Earthquake Loading

5. ElGawady M. A. Lestuzzi P. and Badoux M. (2004). “A review of retrofitting of unreinforced masonry walls using composites.” Proc. 4th International Conf. on Advanced Composite Materials in Bridges and Structures CSCE Calgary Alberta Canada.

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