Elastoplastic Finite-Element Analysis of FRP-Confined Masonry Columns-Reference-Cited by-同舟云学术

Elastoplastic Finite-Element Analysis of FRP-Confined Masonry Columns

Published:2012-08 Issue:4 Volume:16 Page:407-417
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Köksal H. O.¹,Aktan S.²,Kuruşçu A. O.³

Affiliation:

1. Associate Professor, Construction Technology Program, Çanakkale Onsekiz Mart Univ., 17100 Çanakkale, Turkey (corresponding author).

2. Research Assistant, (Ph.D. Candidate, Yıldız Technical Univ., Dept. of Civil Engineering, Çanakkale Onsekiz Mart Univ., 17100 Çanakkale, Turkey.

3. Research Assistant, (Ph.D. Candidate, Civil Engineering, Arctictectural Yıldız Technical Univ., Istanbul, Turkey.

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%29CC.1943-5614.0000268

Reference35 articles.

1. American Concrete Institute (ACI) Committee. (2002). Design and construction of externally bonded FRP systems for strengthening concrete structures (ACI Comittee 440 [2002]) American Concrete Institute Farmington Hills MI.

2. Balmer G. G. (1949). “Shearing strength of concrete under high triaxial stress-computation of Mohr's envelope as a curve.” Struct. Res. Lab. Rep. No. SP-23 U.S. Department of the Interior and Bureau of Reclamation Denver.

3. Basoenondo E. A. (2008). “Lateral load response of cikarang brick wall structures: An experimental study.” Ph.D. thesis Queensland Univ. of Technology Brisbane Australia.

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