CFRP Rehabilitation of Concrete Frame Joints with Inadequate Shear and Anchorage Details-Reference-Cited by-同舟云学术

CFRP Rehabilitation of Concrete Frame Joints with Inadequate Shear and Anchorage Details

Author:

Parvin Azadeh¹²³²,Altay Selcuk¹²³²,Yalcin Cem¹²³²,Kaya Osman¹²³²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, The Univ. of Toledo, Toledo, OH 43606 (corresponding author).

2. Ph.D. Student, Dept. of Civil Engineering, Bogazici Univ., 34342 Bebek, Istanbul, Turkey.

3. Assistant Professor, Dept. of Civil Engineering, Bogazici Univ., 34342 Bebek, 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

Reference15 articles.

1. Strength of reinforced concrete frame connections rehabilitated by jacketing;Alcocer S. M.;ACI Struct. J.,1993

2. American Concrete Institute (ACI). (2001). “Acceptance criteria for moment frames based on structural testing.” ACI T1.1-01 Farmington Hills Mich.

5. ASTM. (2005). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C 39/39 M-05 West Conshohocken Pa.

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