Retrofitting of Rectangular Columns with Deficient Lap Splices-Reference-Cited by-同舟云学术

Retrofitting of Rectangular Columns with Deficient Lap Splices

Published:2010-02 Issue:1 Volume:14 Page:22-35
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

ElGawady Mohamed¹²³⁴,Endeshaw Mesay¹²³⁴,McLean David¹²³⁴,Sack Ronald¹²³⁴

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., P.O. Box 642910, Pullman, WA 99164-2910 (corresponding author).

2. Staff Structural Engineer at Coughlin Porter Lundeen, 413 Pine Street Suite 300, Seattle, WA 98101; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Washington State Univ., P.O. Box 642910, Pullman, WA 99164-2910.

3. Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., P.O. Box 642910, Pullman, WA 99164-2910.

4. Adjunct Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., P.O. Box 642910, Pullman, WA 99164-2910.

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.1943-5614.0000047

Reference20 articles.

1. Retrofit of Concrete Columns with Inadequate Lap Splices by the Use of Rectangular Steel Jackets

2. ACI. (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 Detroit.

3. Hysteretic Behavior of Bridge Columns with FRP-Jacketed Lap Splices Designed for Moderate Ductility Enhancement

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