أ.م.د سجاد عامر حمزة

القسم: كلية الهندسة – قسم الهندسة المدنية

المنصب: رئيس قسم الهندسة المدنية

اللقب العلمي: استاذ مساعد

الشهادة: الدكتوراه

الاختصاص العام والدقيق: الهندسة المدنية/ انشاءات

مجال البحث:

الايميل الاكاديمي: sajjad.a@uokerbala.edu.iq

الايميل الشخصي:

sah246@gmail.com

العنوان: مبنى قسم الهندسة المدنية، مجمع حي الموظفين، كربلاء، العراق




المؤهلات الاكاديمية

بكلوريوس: جامعة بابل/ كلية الهندسة/ قسم الهندسة المدنية- 2000

ماجستير: جامعة بابل/ كلية الهندسة/ قسم الهندسة المدنية- انشاءات- 2003

دكتوراه: جامعة بابل/ كلية الهندسة/ قسم الهندسة المدنية- انشاءات – 2014

خبرة العمل

  • وزراة البلديات والاشغال العامة – المديرية العامة للتخطيط والمتابعة – بابل – العراق 2003-2005
  • مدرس جامعي – كلية الهندسة – جامعة القادسية 2005-2018
  • تدريسي في قسم الهندسة المدنية -جامعة كربلاء 2018
  • مقرر الدراسات العليا 2018 – 2020
  • رئيس قسم الهندسة المدنية، جامعة كربلاء، كربلاء، العراق، 2022

المواد الدراسية للدراسات الاولية

تالمادة العلميةالقسمالمرحلة/ الفصل الدراسي
1 Engineering MechanicsCivil Engineering1st Grade
2StatisticsCivil Engineering1st Grade
3Engineering workshopsCivil Engineering1st Grade
4Strength of MaterialsCivil Engineering2nd Grade
5Fortran ProgramCivil Engineering2nd Grade
6Structural AnalysisCivil Engineering3rd Grade
7Concrete DesignCivil Engineering3rd Grade
8Advanced Structural AnalysisCivil Engineering4th Grade
9Engineering MechanicsCivil Engineering1st Grade
10Structural AnalysisCivil Engineering3rd Grade
11Steel DesignCivil Engineering4th Grade

المواد الدراسية للدراسات العليا

تالمادة العلميةالقسم الدراسة/الفصل الدراسي
1Theory of ElasticityCivil Engineering 1st course
2Advanced Structural AnalysisCivil Engineering 2nd course
Advanced Structural AnalysisCivil Engineering 1st course
Finite Element AnalysisCivil Engineering 1st course
Dynamics of StructuresCivil Engineering 1st course

المؤهلات والمهارات

البحوث المنشورة

  1. EXPERIMENTAL INVESTIGATION FOR STRUCTURAL BEHAVIOR OF SELF-COMPACTING
  2. REINFORCED CONCRETE HOLLOW BEAMS WITH IN-PLACE CIRCULAR OPENINGS
  3. A NEW STIFFNESS MATRIX DERIVATION OF ARCH BEAMS USING FINITE ELEMENTS
  4. BEHAVIOR OF CONCRETE COLUMNS REINFORCED WITH STEEL STRIP TIES
  5. BEHAVIOR OF CORRUGATED STEEL COMPACT I-SECTION BEAMS
  6. EFFECT OF USING PLASTIC WASTE ON MECHANICAL PROPERTIES OF CONCRETE
  7. EFFECT OF WEB OPENING ON THE AXIAL LOAD CAPACITY OF STEEL COLUMNS WITH COLD
    FORMED THIN-WALLED SECTION (CFS)
  8. EXPERIMENTAL AND NUMERICAL INVESTIGATION OF THE EFFECT OF CROSS-SECTION SHAPE
    ON DAMAGED SELF-COMPACTING CONCRETE COLUMNS
  9. EXPERIMENTAL INVESTIGATION OF DOUBLE WEB STEEL BEAM FILLED WITH RECYCLED
    AGGREGATE CONCRETE (RAC)
  10. EXPERIMENTAL INVESTIGATION OF THE STRUCTURAL BEHAVIORS OF SELF-COMPACTED
  11. REINFORCED CONCRETE HOLLOW BEAMS WITH IN-PLACE CIRCULAR OPENINGS
  12. EXPERIMENTAL STUDY FOR STEEL ARCH BEAMS OF COMPACT SECTION WITH CIRCULAR WEB
    OPENINGS
  13. FINITE DIFFERENCE DERIVATION AND FINITE ELEMENT TECHNIQUE OF ANNULAR PLATE
    BUCKLING UNDER AXIAL AND SHEAR LOADS
  14. FLEXURAL BEHAVIOR OF CONCRETE FILLED STEEL TUBE COMPOSITE WITH DIFFERENT
    CONCRETE COMPRESSIVE STRENGTH
  15. FREE VIBRATION ANALYSIS OF CELLULAR CURVED PLATE STRUCTURES
  16. IS LIPID PROFILE IN WOMEN WITH POLYCYSTIC OVARY SYNDROME RELATED TO CALCIUM OR
    MAGNESIUM IN SERUM?
  17. MODAL ANALYSIS OF CASTELLATED STEEL IPE SECTION
  18. NEW FINITE DIFFERENCE DERIVATION FOR CALCULATION OF NATURAL FREQUENCY OF
    SECTOR STEEL PLATE
  19. NONLINEAR ANALYSIS FOR BEHAVIOR OF RC HORIZONTALLY CURVED RING BEAMS WITH
    OPENINGS AND STRENGTHENED BY CFRP LAMINATES
  20. NONLINEAR ANALYSIS FOR BEHAVIOR OF RC HORIZONTALLY SEMICIRCULAR CURVED BEAMS
    WITH OPENINGS AND STRENGTHENED BY CFRP LAMINATES
  21. NUMERICAL INVESTIGATION FOR THE BEHAVIOR OF CORRUGATED STEEL COMPACT I-
    SECTION
  22. NUMERICAL INVESTIGATION FOR THE STRUCTURAL BEHAVIOR FOR PARTIALLY-LOADED HIGH
    STRENGTH CONCRETE COLUMNS UNDER UNIAXIAL LOADING
  23. NUMERICAL INVESTIGATION FOR THE STRUCTURAL BEHAVIOR OF DIFFERENT
    STRENGTHENING TECHNIQUES FOR PARTIALLY-LOADED SQUARE SELF-COMPACTED
    CONCRETE SHORT COLUMNS
  24. NUMERICAL STUDY FOR STEEL ARCH BEAMS OF COMPACT SECTION WITH CIRCULAR WEB
    OPENINGS
  25. NUMERICAL STUDY OF THE EFFECT OF THE REHABILITATION PROCESS ON SEGREGATED
    CONCRETE BEAMS’ BEHAVIOR
  26. PUNCHING SHEAR MODEL FOR NORMAL AND HIGH-STRENGTH CONCRETE SLABS
    REINFORCED WITH CFRP OR STEEL BARS
  27. REHABILITATION OF DAMAGED HIGH STRENGTH CONCRETE COLUMNS UNDER UNIAXIAL
    FORCES USING CFRP SHEETS
  28. REHABILITATION OF ECCENTRICALLY LOADED REINFORCED CONCRETE COLUMNS USING
    CFRP PRODUCTS
  29. SECTOR STEEL PLATE ANALYSIS USING FINITE DIFFERENCE METHOD
  30. UNIFIED ADVANCED MODEL OF EFFECTIVE MOMENT OF INERTIA OF REINFORCED CONCRETE
    MEMBERS