ahmed_arafa

Ahmed Noureldean Mohamed Arafa

مدرس - مدرس بقسم الهندسة المدنيه

كلية الهندسة

العنوان: سوهاج-ساقلته-شارع محمد فريد

3

إعجاب
8 2 0 11 5 5 213 128
86

أضيف حديثا
  • المقررات الدراسية 8
  • ملحقات المقررات الدراسية 2
  • واجبات المقررات الدراسية 0
  • المنشورات و المؤلفات 11
  • ساعات مكتبية 5
  • الاعلانات 5
  • عدد الملفات المرفوعه 7
  • كل التنزيلات 17

المنشورات و المؤلفات التي تحتوي علي الكلمة المفتاحية: concrete squat walls

Evaluation of Flexural and Shear Stiffness of Concrete Squat Walls Reinforced with Glass-Fiber-Reinforced-Polymer (GFRP) Bars

2018-10-29 15:46:51 الكلمات المفتاحية concrete squat walls, flexural and shear deformation, glass fiber-reinforced polymer, seismic resistance, stiffness,
Evaluation of Flexural and Shear Stiffness of Concrete Squat Walls Reinforced with Glass-Fiber-Reinforced-Polymer (GFRP) Bars
Estimating the flexural and shear stiffness of concrete squat walls reinforced with glass fiber-reinforced polymer (GFRP) bars is important to evaluate lateral displacement. To address this issue, five full-scale concrete squat walls, including four reinforced with GFRP bars and one reinforced with steel bars, were tested to failure under quasi-static reversed cyclic lateral loading. Decoupling flexural and shear deformations of ... إقراء المزيد

Prediction of Flexural and Shear Strength of Concrete Squat Walls Reinforced with GFRP Bars

2018-10-29 15:56:31 الكلمات المفتاحية concrete squat walls, Glass fiber–reinforced polymer, Concrete, Reinforced Concrete, Flexural and shear strength, Strain;, Prediction , Design codes,
Prediction of Flexural and Shear Strength of Concrete Squat Walls Reinforced with GFRP Bars
This paper presents an original study aimed at predicting the ultimate flexural and shear strengths of glass fiber–reinforced polymer (GFRP) RC squat walls subjected to quasi-static reversed cyclic lateral loading. Predicting the strength of GFRP-reinforced squat walls is critical for their safe design and acceptance of GFRP bar as reinforcement in such lateral-resisting structural elements. The test results of squat ... إقراء المزيد

ASSESSMENT OF STRENGTH, STIFFNESS, AND DEFORMATION CAPACITY OF CONCRETE SQUAT WALLS REINFORCED WITH GFRP BARS

2018-10-29 16:49:46 الكلمات المفتاحية Squat walls, Concrete, GFRP bars, concrete squat walls, Seismic, Hysteretic response, sliding shear, residual displacement, Web reinforcement, flexural and shear deformation, stiffness,
ASSESSMENT OF STRENGTH, STIFFNESS, AND DEFORMATION CAPACITY OF CONCRETE SQUAT WALLS REINFORCED WITH GFRP BARS
The present study addressed the feasibility of reinforced-concrete squat walls totally reinforced with GFRP bars to attain reasonable strength and drift requirements as specified in different codes. Nine large-scale squat walls with aspect ratio (height to length ratio) of 1.33— one reinforced with steel bars (as reference specimen) and eight totally reinforced with GFRP bars—were constructed and tested to failure ... إقراء المزيد

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