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

Journal of Composites for Construction - Tập 15 Số 6 - Trang 920-933 - 2011
Yousef Al-Salloum1,2,3,4,5, Nadeem A. Siddiqui1,2,3,4,5, Hussein M. Elsanadedy1,2,3,4,5, Aref A. Abadel1,2,3,4,5, Mohammad A. Aqel1,2,3,4,5
1Assistant Professor, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia.
2Associate Professor, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia (corresponding author).
3MS Student, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia.
4Professor, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia.
5Research Assistant, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia.

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