Iraqi Academic Scientific Journals

Shear Resistance Of Reinforced Concrete Deep Beams With Opening Strengthened By CFRP Strips

Ban Sahib Abduljalil

Journal of Engineering and Sustainable Development (JEASD), 2014, Volume 18, Issue 1, Pages 14-32

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Punching Shear Resistance of Reinforced Concrete Flat Plate Slabs Strengthened with CFRP

Eyad K. Sayhood, Mohammed J.Hamood, Aseel A. Abdul Ridha

Engineering and Technology Journal, 2014, Volume 32, Issue 2 Part (A) Engineering, Pages 511-529

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EXPERIMENTAL AND NUMERICAL INVESTIGATION OF I-SECTION LIGHTWEIGHT CONCRETE DEEP BEAMS STRENGTHENED WITH CFRP FAILING IN SHEAR

Riadh A. Abass Riadh A. Abass Riadh A. Abass

Muthanna Journal of Engineering and Technology(MJET), 2014, Volume 3, Issue 1, Pages 46-59

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Behavior of Corbels Strengthened with Carbon Fiber Reinforced Polymers (CFRP) – Numerical Study

Sameh Badry Tobeia

Engineering and Technology Journal, 2014, Volume 32, Issue 10 Part (A) Engineering, Pages 2394-2407

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ANALYTICAL MODELING OF ECCENTRICALLY LOADED RC COLUMNS CONFINEDWITH FRP

Nabil M. A. Hussian

Muthanna Journal of Engineering and Technology(MJET), 2014, Volume 3, Issue 1, Pages 75-89

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Strengthening of Ferrocement Beams in Torsion by CFRP Strips

Aseel Sami Al-Obaidy, Kaiss F.Sarsam, Alaa K. Abdul Karim

Engineering and Technology Journal, 2014, Volume 32, Issue 3 Part (A) Engineering, Pages 702-719

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NONLINEAR ANALYSIS OF R.C. BEAMS STRENGTHENED USING PRE-STRESSED NSM CFRP RODS

Qassim M. Shakir

KUFA JOURNAL OF ENGINEERING, 2014, Volume 5, Issue 2, Pages 13-28

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EVALUATION THE SHEAR STRENGTH OF FIBROUS REACTIVE POWDER CONCRETE BEAMS STRENGTHENED WITH CFRP STRIPS

Kaiss F. Sarsam, Shakir .A. Al-Mishhadani, Alaa M. Al-Habbobi

KUFA JOURNAL OF ENGINEERING, 2014, Volume 6, Issue 1, Pages 13-24

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The Effect of Carbon Fiber Reinforced Polymer Length on the Strengthened of Concentrically loaded Reinforced Concrete Beams : Finite Element Analysis

Nada S. Assi

Engineering and Technology Journal, 2014, Volume 32, Issue 7 Part (A) Engineering, Pages 1671-1683

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Enhancing the Structural Behavior of R.C. Deep Beams with Openings

Haider Mufeed Alsaeq

Journal of University of Babylon, 2014, Volume 22, Issue 2, Pages 484-496

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Shear Resistance Of Reinforced Concrete Deep Beams With Opening Strengthened By CFRP Strips

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Punching Shear Resistance of Reinforced Concrete Flat Plate Slabs Strengthened with CFRP

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EXPERIMENTAL AND NUMERICAL INVESTIGATION OF I-SECTION LIGHTWEIGHT CONCRETE DEEP BEAMS STRENGTHENED WITH CFRP FAILING IN SHEAR

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Behavior of Corbels Strengthened with Carbon Fiber Reinforced Polymers (CFRP) – Numerical Study

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ANALYTICAL MODELING OF ECCENTRICALLY LOADED RC COLUMNS CONFINEDWITH FRP

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Strengthening of Ferrocement Beams in Torsion by CFRP Strips

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NONLINEAR ANALYSIS OF R.C. BEAMS STRENGTHENED USING PRE-STRESSED NSM CFRP RODS

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EVALUATION THE SHEAR STRENGTH OF FIBROUS REACTIVE POWDER CONCRETE BEAMS STRENGTHENED WITH CFRP STRIPS

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The Effect of Carbon Fiber Reinforced Polymer Length on the Strengthened of Concentrically loaded Reinforced Concrete Beams : Finite Element Analysis

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Enhancing the Structural Behavior of R.C. Deep Beams with Openings

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