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: Hysteretic response

Experimental Behavior of GFRP-Reinforced Concrete Squat Walls Subjected to Simulated Earthquake Load

2018-10-29 15:50:37 الكلمات المفتاحية Glass fiber, reinforced polymer (GFRP) bars, Reinforced Concrete, Squat walls, Hysteretic response, energy dissipation,
Experimental Behavior of GFRP-Reinforced Concrete Squat Walls Subjected to Simulated Earthquake Load
This study addressed the feasibility of reinforced-concrete squat walls totally reinforced with glass fiber-reinforced polymer (GFRP) bars achieving the strength and drift requirements specified in various codes. Using noncorrodible GFRP bars represents an effective method for overcoming deterioration due to corrosion problems. The previous experimental studies on GFRP-reinforced midrise shear walls showed that GFRP reinforcement can control shear deformation, which ... 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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