بحث بيانات أعضاء هيئة التدريس - جامعة الزقازيق

هشام محمد فوزى ابراهيم شعبان

الموقع الشخصى
السيرة الذاتية

هشام محمد فوزى ابراهيم شعبان

الكلية الهندسة - القسم الهندسة الانشائية

التدرج الوظيفى الأكاديمى

مدرس : 26/5/1998
أستاذ مساعد : 28/6/2005
أستاذ : 27/3/2012

الأبحاث العلمية

1 - Design of Active Control System for Equivalent Single Degree of Freedom System SDOF

2 - Control of Structures using Active Tuned Mass Damper

3 - Finite element analysis and parametric study of continuous steel–concrete composite beams stiffened with post-tensioned... (1438).

4 - Effect of Using Partial Continuounity by External Post-Tension on The Simple Composite Beams as a Strengthening Technique (1437).

5 - Effect of Partial Shear Connection on Strengthened Composite Beams with Externally Post-Tension Tendons (1438).

6 - Strengthening of Prestressed Steel–Concrete Composite Beams Using Carbon Fiber tendons (Parametric study) (1440).

7 - The Efects of Shear Stud Distribution on the Fatigue Behavior of Steel–Concrete Composite Beams (1441).

8 - Analysis of strengthened short deficient rubberized concrete-filled steel tubular columns (1442).

9 - Rubberized concrete properties and its structural engineering applications – An overview Hesh (1442).

10 - Effect of Elevated Temperature on Concrete Containing Waste Tires Rubber (1441).

11 - Strengthening of Pre-stressed Steel- Concrete Composite Beams Using Carbon Fiber Tendons -A Parametric Study (1440).

12 - Continuous Composite Beams Stiffened with CFRP Sheet at the Hogging Moment Region (1439).

13 - Behavior of Continuous Steel-Concrete Composite Beams Reinforced with CFRP sheets (1439).

14 - Finite element analysis and parametric study of continuous steel–concrete composite beams stiffened with post-tensioned tendons (1438).

15 - Effect of Partial Shear Connection on Strengthened Composite Beams with Externally Post-Tension Tendons (1438).

16 - Effect of Using Partial Continuounity by External Post-Tension on The Simple Composite Beams as a Strengthening Technique (1437).

17 - Strengthening simple composite beams by converting it into continuous beam with externally post -tensioned tendons. (1437).

18 - Finite-Element Modeling of Externally Posttensioned Composite Beams (1436).

19 - Behavior of Different Shapes of Twin Tunnels in Soft Clay Soil (1434).

20 - ANALYSIS OF TWO ADJACENT TUNNELS IN SOFT CLAY SOIL (1433).

21 - Flexural Strengthening of Hinged Frames by Bonded Steel Plates (1433).

22 - Torsional effect on steel–concrete composite sections subjected to negative moment (1432).

23 - Numerical analysis of Strengthened Flat Slab Using Carbon Fiber-Reinforced Polymer (1431).

24 - Experimental and numerical analysis of composite beams strengthened by CFRP laminates in hogging moment region (1431).

25 - PARTIAL INTERACTION IN COMPOSITE BEAMS SUBJECTED TO TORSION IN SAGGING MOMENT REGION (1427).

26 - Design of Active Control System for Equivalent Single Degree of Freedom System (SDOF) (1427).

27 - FINITE ELEMENT MODELING OF CONTINUOUS COMPOSITE BEAMS (1424).

28 - Space Truss for cable-Stayed Bridges (1424).

29 - Experimental Study of Composite Space Trusses with Continuous Chords (1420).

30 - Shear Interaction Between Space Trusses and Timber Boards (1418).

31 - Competitiveness of Composite Space Trusses with Continuous Chord Members (1416).

32 - Cyclic loading behavior on strengthened composite beams using external post-tensioning tendons (experimental study) (1442).

33 - Effect of external post-tensioning on steel–concrete composite beams with partial connection (1443).

34 - Fatigue loading characteristic for the composite steel-concrete beams (1442).

35 - The Effects of Shear Stud Distribution on the Fatigue Behavior of Steel–Concrete Composite Beams (1441).

المجالات البحثية