Seismic Retrofit of Concrete-Masonry-Infilled Steel Frames with Glass Fiber-Reinforced Polymer Laminates

Author:

El-Dakhakhni Wael W.1,Hamid Ahmad A.2,Elgaaly Mohamed3

Affiliation:

1. Post-Doctoral Fellow, McMaster Univ. Center for Effective Design of Structures, Hamilton ON, Canada L8S 4L7; on leave, Structural Engineering Dept., Ain Shams Univ., Cairo, Egypt.

2. Professor, Dept. of Civil and Architectural Engineering, Drexel Univ., Philadelphia, PA, 19104.

3. Professor, Dept. of Civil and Architectural Engineering, Drexel Univ., Philadelphia, PA 19104.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Strengthening of Unreinforced Masonry Walls Using FRPs

2. American Society for Testing and Materials (ASTM). (1991). “Standard test methods for sampling and testing concrete masonry units.” C-140-91 Annual book of ASTM standards Vol. 04.05 West Conshohocken Pa.

3. American Society for Testing and Materials (ASTM). (1992a). “Standard specification for mortar for unit masonry.” C-270-92a Annual book of ASTM standards Vol. 04.05 West Conshohocken Pa.

4. American Society for Testing and Materials (ASTM). (1992b). “Standard specification for load-bearing concrete masonry units.” C-90-92b Annual book of ASTM standards Vol. 04.05 West Conshohocken Pa.

5. American Society for Testing and Materials (ASTM). (1992c). “Standard test method for compressive strength of hydraulic cement mortars.” C-109-92 Annual book of ASTM standards Vol. 04.01 West Conshohocken Pa.

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