Flexural Capacity of Glass FRP Strengthened Concrete Masonry Walls
Author:
Affiliation:
1. Assoc. Prof. of Civ. Engrg., Univ. of Wyoming, Dept. of Civ. and Arch. Engrg., P.O. Box 3295, Laramie, WY 82071.
2. Prof. of Civ. Engrg., Univ. of Wyoming, Dept. of Civ. and Arch. Engrg., P.O. Box 3295, Laramie, WY.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282001%295%3A3%28170%29
Reference22 articles.
1. Albert M. L. Cheng J. J. R. and Elwi A. E. ( 1998). “Rehabilitation of unreinforced masonry walls with externally applied fiber reinforced polymers.” Struct. Engrg. Rep. No. 225 Dept. of Civ. Engrg. University of Alberta Edmonton Canada.
2. Badger C. C. R. ( 1997). “Creep of prestressed concrete masonry.” MS thesis University of Wyoming Laramie Wyo.
3. Building Officials and Code Administrators (BOCA). ( 1999). The BOCA national building code Country Club Hills Ill.
4. Calvi G. M. Kingsley G. R. and Mangenes G. ( 1996). “Testing of masonry structures for seismic assessment.” Earthquake Spectra 12(1) 145–162.
5. Composite Materials Reinforcement of Existing Masonry Walls
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