Textile-Reinforced Mortar versus FRP as Strengthening Material for Seismically Deficient RC Beam-Column Joints-Reference-Cited by-同舟云学术

Textile-Reinforced Mortar versus FRP as Strengthening Material for Seismically Deficient RC Beam-Column Joints

Published:2011-12 Issue:6 Volume:15 Page:920-933
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Al-Salloum Yousef A.¹²³⁴⁵,Siddiqui Nadeem A.¹²³⁴⁵,Elsanadedy Hussein M.¹²³⁴⁵,Abadel Aref A.¹²³⁴⁵,Aqel Mohammad A.¹²³⁴⁵

Affiliation:

1. Professor, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia.

2. Associate Professor, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia (corresponding author).

3. Assistant Professor, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia.

4. MS Student, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia.

5. Research Assistant, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia.

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.1943-5614.0000222

Reference34 articles.

1. Al-Jamous A. Ortlepp R. Ortlepp S. and Curbach M. (2006). “Experimental investigations about construction members strengthened with textile reinforcement.” Proc. 1st Int. Conf. on Textile Reinforced Concrete (ICTRC’2006) J. Hegger W. Brameshuber and N. Will eds. Institute of Concrete Structures RILEM Publications SARL TU Dresden Germany 161–170.

2. Seismic Response of Interior RC Beam-Column Joints Upgraded with FRP Sheets. II: Analysis and Parametric Study

3. Seismic Response of Interior RC Beam-Column Joints Upgraded with FRP Sheets. I: Experimental Study

4. Seismic Behavior of As-Built, ACI-Complying, and CFRP-Repaired Exterior RC Beam-Column Joints

5. Seismic Rehabilitation of Corner RC Beam-Column Joints Using CFRP Composites

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