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6. Structural Engineering and Concrete Technology, Proceedings of the 6th

International Conference on Civil Engineering (ICCE 2003), Volume 6, May 5-7,

2003, Editor.

7. Water Resources, Geotechnics and Transportation, Proceedings of the 6th

International Conference on Civil Engineering (ICCE 2003), Volume 7, May 5-7,

2003, Editor.

Page 7: 1393€¦ · 1˙ 1 ˚ 2 " 2 frp 0a j k@ 0 "2 (ebrig). fe ghˇ 5@ i &!.!"s@ /!l /l2 ˘ 0k pun a 1 ˛ kf m1 ˙ ˛˜9˘˝ 1.k9 1 e8 ˛)0k9 ˚ 2 " mhˇ frp j l%. %3 0"l *3

�� �1�2�l�:� �%. "!���

V�� (K�� h � �l�:� �3 �E 0�AISI

1. Mostofinejad, Davood, and Ilia, Elahe, “Confining of Square RC Columns with

FRP Sheets using Corner Strip-Batten Technique,” Construction and Building

Materials, In Press, 2014.

2. Hosseini, Ardalan, and Mostofinejad, Davood, “Displacement and Strain Fields

Measurement in Steel and RC Beams Using Particle Image Velocimetry (PIV),” Journal of Engineering Mechanics, ASCE, In Press, 2014.

3. Mostofinejad, Davood, Shameli, Masoud, and Hosseini, Ardalan, “EBROG and

EBRIG Methods for Strengthening of RC Beams by FRP Sheets,” European

Journal of Environmental and Civil Engineering, In Press, 2014.

4. Mostofinejad, Davood, Moshiri, Niloufar, and Nasiri, Nasrin, “Effect of Corner

Radius and Aspect Ratio on Compressive Behavior of Rectangular Concrete

Columns Confined with CFRP,” Materials and Structures, DOI 10.1617/s11527-

013-0171-9, In Press, 2014.

5. Meisami, Hassan, Mostofinejad, Davood, and Nakamura, Hikaru, “Punching

Shear Strengthening of Two-Way Flat Slabs with CFRP Grids,” Journal of

Composite for Construction, ASCE, Vol. 18, No. 2, April 2014, pp. ??-??.

6. Mostofinejad, Davood, and Moghadas, Masoud, “Bond Efficiency of EBR and

EBROG Methods in Different Flexural Failure Mechanisms of FRP

Strengthened RC Beam,” Construction and Building Materials, Vol. 54, February

2014, pp. 605-614.

7. Chamani, Mohammad Reza, Hosseinpour, M., Mostofinejad, Davood, and

Esmaeilkhanian, B. “Evaluation of SCC Yield Stress from L-Box Test Using the

Dam Break Model,” Magazine of Concrete Research, Vol. 66, Issue 4, December

2013, pp. 175-185.

8. Hosseini, Ardalan, and Mostofinejad, Davood, “Effective Bond Length of FRP-

to-Concrete Adhesively-Bonded Joints: Experimental Evaluation of Existing

Models,” International Journal of Adhesion and Adhesives, Vol. 48, 2013, pp. 150-

158.

9. Hosseini, Ardalan, and Mostofinejad, Davood, “Effect of Groove Characteristics

on CFRP-to-Concrete Bond Behavior of EBROG Joints: Experimental Study

Using Particle Image Velocimetry (PIV),” Construction and Building Materials,

Vol. 49, 2013, pp. 364-373.

Page 8: 1393€¦ · 1˙ 1 ˚ 2 " 2 frp 0a j k@ 0 "2 (ebrig). fe ghˇ 5@ i &!.!"s@ /!l /l2 ˘ 0k pun a 1 ˛ kf m1 ˙ ˛˜9˘˝ 1.k9 1 e8 ˛)0k9 ˚ 2 " mhˇ frp j l%. %3 0"l *3

10. Mostofinejad, D., and Hajrasouliha, M. J., “Effect of Concrete Strength and

Groove Dimension on Performance of Grooving Method to Postpone Debonding

of FRP Sheets in Strengthened Concrete Beams,” Iranian Journal of Science &

Technology, Transaction B: Engineering, Shiraz University, Vol. 37, No. C2, 2013,

pp. 219-232.

11. Hosseini, Ardalan, and Mostofinejad, Davood, “Experimental Investigation into

Bond Behavior of CFRP Sheets Attached to Concrete using EBR and EBROG

Techniques,” Journal of Composites: Part B, Vol. 51, August 2013, pp. 130-139.

12. Meisami, Hassan, Mostofinejad, Davood, and Nakamura, Hikaru, “Punching

Shear Strengthening of Two-Way Flat Slabs using CFRP Rods,” Composite

Structures, Vol. 99, No. 1, May 2013, pp. 112-122.

13. Akhaveisi, A. H., Desai, C. S., Mostofinejad, D., and Vafai, A., “FE Analysis of

RC Structures using DSC Model with Yield Surface for Tension and

Compression,” Computers and Concrete, Vol. 11, No. 2, February 2013, pp. 123-148.

14. Mostofinejad, Davood, and Shameli, Masoud, “Externally Bonded

Reinforcement In Grooves (EBRIG) Technique To Postpone Debonding of FRP

Sheets in Strengthened Concrete Beams,” Construction and Building Materials,

Vol. 38, January 2013, pp. 751-758.

15. Mostofinejad, Davood, and Tabatabaei Kashani, Shahram, “Experimental Study

on Effect of EBR and EBROG Methods on Debonding of FRP Sheets Used for

Shear Strengthening of RC Beams,” Journal of Composites: Part B, Vol. 45,

February 2013, pp. 1704-1713.

16. Hosseini, Ardalan, Mostofinejad, Davood, and Hajialilu-Bonab, Masoud,

“Displacement Measurement of Bending Tests Using Digital Image Analysis

Method,” IACSIT International Journal of Engineering and Technology, Vol. 4, No.

5, October 2012, pp. 642-645.

17. Mostofinejad, Davood, Mostafavizadeh, Seyed Amirali, and Tabatabaei Kashani,

Shahram, “Grooving Method to Postpone Debonding of FRP Sheets Used for

Shear Strengthening,” World Academy of Science, Journal of Engineering and

Technology, Vol. 72, 2012, pp. 795-799.

18. Mostofinejad, Davood, and Reisi, Mohamad, “A New DEM-Based Method to

Predict Packing Density of Coarse Aggregates Considering their Grading and

Shapes,” Construction and Building Materials, Vol. 35, 2012, pp. 414-420.

19. Mostofinejad, Davood, and Mohammadi Anaei, Maryam, “Effect of Confining

of Boundary Elements of Slender RC Shear Wall by FRP Composites and

Stirrups,” Engineering Structures, Vol. 41, August 2012, pp. 1-13.

20. Mostofinejad, Davood, Reisi, Mohamad, and Shirani, Ahmad, “Mix Design

Effective Parameters on Gamma-Ray Attenuation Coefficient and Stregth of

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Normal and Heavyweight Concrete,” Construction and Building Materials, Vol.

28, March 2012, pp. 224-229.

21. Hajihashemi, Ali, Mostofinejad, Davood, and Azhari, Mojtaba, “Investigation of

RC Beams Strengthened with Prestressed NSM CFRP Laminates,” ASCE,

Journal of Composites for Construction, Vol. 15, No. 6, December 2011, pp. 887-

895.

22. Talaeitaba, S. Behzad, and Mostofinejad, Davood, “Fixed Support in

Assessment of RC Beams’ Behavior under Combined Shear and Torsion,”

International Journal of Applied Science and Technology, Vol. 1, No. 5, September

2011, pp. 119-126.

23. Mostofinejad, Davood, and Shameli, Masoud, “Performance of EBROG

Method under Multilayer FRP Sheets for Flexural Strengthening of Concrete

Beams,” Procedia Engineering, Vol. 14, 2011, pp. 3176-3182.

24. Mostofinejad, Davood, and Talaeitaba, S. Behzad, “Nonlinear Modeling of RC

Beams Subjected to Torsion Using Smeared Crack Model,” Procedia

Engineering, Vol. 14, 2011, pp. 1447-1454.

25. Reisi, Mohamad, and Mostofinejad, Davood, “A Numerical Method to Predict

Packing Density of Aggregates in Concrete,” Advanced Materials Research, Vol.

337, October 2011, pp. 313-316.

26. Talaeitaba, S. Behzad, and Mostofinejad, Davood, “A New Test Setup for

Experimental Test of RC Beams Under Combined Shear and Torsion,”

Advanced Materials Research, Vols. 335-336, September 2011, pp. 355-358.

27. Mostofinejad, Davood, and Tabatabaei Kashani, Amirhomayoon, “Elimination

of Debonging of FRP Strips in Shear Strengthened Beams Using Grooving

Method,” Advanced Materials Research, Vols. 250-253, May 2011, pp. 1077-1081.

28. Farahbod, Farhang, and Mostofinejad, Davood, “Experimental Study of

Moment Redistribution in RC Frames Strengthened with CFRP Sheets,”

Composite Structures, Vol. 93, No. 3, 2011, pp. 1168-1177.

29. Dalalbashi, A., Mostofinejad, D., Mahini, S., and Ronagh, H. R., “Numerical

Investigation on the Behavior of FRP-Retrofitted RC Exterior Beam-Column

Joints under Cyclic Loads,” Iranian Journal of Science & Technology, Transaction

B: Engineering, Shiraz University, Vol. 35, No. C1, February 2011, pp. 35-50.

30. Mostofinejad, Davood, and Mahmudabadi, Ehsan, “Grooving as Alternative

Method of Surface Preparation to Postpone Debonding of FRP Laminates in

Concrete Beams,” ASCE, Journal of Composites for Construction, Vol. 14, No. 6,

November-December 2010, pp. 804-811.

Page 10: 1393€¦ · 1˙ 1 ˚ 2 " 2 frp 0a j k@ 0 "2 (ebrig). fe ghˇ 5@ i &!.!"s@ /!l /l2 ˘ 0k pun a 1 ˛ kf m1 ˙ ˛˜9˘˝ 1.k9 1 e8 ˛)0k9 ˚ 2 " mhˇ frp j l%. %3 0"l *3

��

31. Mostofinejad, Davood, and Saadatmand, Hassan, “A Procedure for Predicting

the Behavior of FRP Confined Concrete Using the FE Method,” Scientia Iranica,

International Journal of Science and Technology, Transaction A: Civil Engineering,

Vol. 17, No. 6, December 2010, pp. 471-481.

32. Barani, O. R., Mostofinejad, D., Saadatpur, M. M.., and Shekarchi, M.,

“Concrete Basic Creep Prediction Based on Time-Temperature Equivalence

Relation and Short-Term Tests,” The Arabian Journal of Science and

Engineering, Vol. 35, No. 2B, October 2010, pp. 101-117.

33. Saadatmanesh, H., Tavakolizadeh, R., and Mostofinejad, D., “Environmental

Effects on Mechanical Properties of Wet Lay-Up Fiber-Reinforced Polymer,”

ACI Materials Journal, American Concrete Institute, Vol. 107, No. 3, May-June

2010, pp. 267-274.

34. Nasri, E., Pegels, G., Mostofinejad, D., and Chini, A., “International Transfer

of CAD/CAM Construction Technologies: Case Study of A German–Iranian

Partnership,” The International Journal of Construction Management, Vol. 10, No.

2, 2010, pp. 71-92.

35. Mostofinejad, Davood, and Farahbod, Farhang, “Parametric Study on Moment

Redistribution in Continuous RC Beams Using Ductility Demand and Ductility

Capacity Concept,” Iranian Journal of Science & Technology, Transaction B:

Engineering, Shiraz University, Vol. 31, No. B5, October 2007, pp. 459-471.

36. Mostofinejad, Davood, and Talaeitaba, S. B., “Finite Element Modeling of RC

Connections Strengthened with FRP Laminates,” Iranian Journal of Science &

Technology, Transaction B: Engineering, Shiraz University, Vol. 30, No. 21, 2006.

37. Mostofinejad, Davood, and Nozhati, M., “Prediction of the Modulus of

Elasticity of High Strength Concrete,” Iranian Journal of Science & Technology,

Transaction B: Engineering, Shiraz University, Vol. 29, No. B3, 2005, pp. 311-321.

38. Razaqpur, A.G., and Mostofinejad, D., “Experimental Study of Shear Behavior

of Continuous Beams Reinforced with Carbon Fiber Reinforced Polymer,”

Special Issue, Fiber Reinforced Polymer Reinforcement for Reinforced Concrete

Structures, ACI, SP-188, American Concrete Institute, 1999, Farmington Hills,

Michigan, USA, pp. 169-178.

U (�#*$ ��,"!� � �l�:�Z �!A�B

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1. Meisami, Hasan, and Mostofinejad, Davood, “Punching Shear Strengthening

of Two-Way Flat Slabs with CFRP Grids,” Fourth Annual International

Conference on Civil Engineering, Athens, Greece, 26-29 may, 2014.

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���� 0",XB�‘‘ G�9�� { 5>�/ � ��(�> r�9 C8��+�^� q&2 P7 U%1�� �!"@l �9�^� .

11. Hosseini, Ardalan, and Mostofinejad, Davood, “Experimental Evaluation of

FRP-to-Concrete Bond Strength in EBROG Technique for Strengthening

Concrete Members,” 2nd Conference on Smart Monitoring, Assessment and

Rehabilitation of Civil Structures, SMAR 2013, Istanbul, Turkey, 9-11

September, 2013.

12. Nosouhian, Farzaneh, and Mostofinejad, Davood, “Influence of Milled Waste

Glass as Partial Cement Replacement on Durability of Recycled Aggregate

Concrete in Sulfate Environment,” 2nd Conference on Smart Monitoring,

Assessment and Rehabilitation of Civil Structures, SMAR 2013, Istanbul,

Turkey, 9-11 September, 2013.

13. Mostofinejad, Davood, and Shameli, S. Masoud, “Performance of Grooving

Method (GM) Used for FRP Strengthening of Concrete Structures,” Proceedings of the U.S.-Iran Seismic Workshop, Pacific Earthquake

Engineering Research Center, Urban Earthquake Engineering, Tehran, Iran, 18-

20 December, 2012.

14. Hosseini, Ardalan, and Mostofinejad, Davood, “Evaluation of Existing

Models of FRP-to-Concrete Debonding Failure,” 7th

Australian Congress on

Applied Mechanics, ACAM 7, Adelaide, Australia, 9-12 December, 2012.

15. Hosseini, Ardalan, Mostofinejad, Davood, and Hajialilue-Bonab, M., “Crack

Monitoring of RC Beams Using Digital Image Analysis Technique,” 7th

Australian Congress on Applied Mechanics, ACAM 7, Adelaide, Australia, 9-

12 December, 2012.

16. Hosseini, Ardalan, Khozaei, K., and Mostofinejad, Davood, “Strain Profile

Evaluation in Strengthening FRP Sheets Using Digital Image Analysis

Technique,” The 3rd

International Conference on Composites:

Characterization, Fabrication and Application (CCFA-3), Tehran, Iran,

December 18-19, 2012.

17. Mostofinejad, Davood, Shameli, Masoud, and Hosseini, Ardalan,

“Experimental Study on the Effectiveness of EBROG Method for Flexural

Strengthening of RC Beam,” 6th

International Conference on FRP

Composites in Civil Engineering, CICE 2012, Rome, Italy, 2012.

18. Reisi, Mohammad, Mostofinejad, Davood, Emadi, H., and Nili, N.,

“Investigation on Effect of Different Parameters on Compressive Strength

and Density of EPS Concrete,” 10th

International Congress on Advances in

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Civil Engineering,ACE2012, Middle East Technical University, Ankara,

Turkey, 17-19 October, 2012.

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20. Mostofinejad, Davood, Shameli, Seyed Masoud, and Hosseini, Ardalan,

“Experimental Study on the Effectiveness of EBROG Method for Flexural

Strengthening of RC Beams,” The 6th

International Conference on FRP

Composites in Civil Engineering, CICE 2012, Rome, Italy, 13-15 June, 2012.

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I .� � j���‘‘ G���� G0� P.�, r�9 C8��+�^� q&2 1�1�k �!"@! ��9�^ .

25. Mostofinejad, Davood, and Moghadas, Amir, “Grooving Method and its

Effect on Flexural Failure Mechanism of Concrete Beams Strengthened

with FRP,” 9th

International Congress on Civil Engineering (9ICCE), Isfahan,

8-10 May, 2012.

26. Mostofinejad, Davood, and Asgarian Parsa, “Application of Strut-and-Tie

Models for Design of Boundary Elements of Shear Wall,” 9th

International

Congress on Civil Engineering (9ICCE), Isfahan, 8-10 May, 2012.

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27. Mostofinejad, Davood, Shameli, Masoud, and Hosseini, Ardalan,

“Performance of Externally Bonded Reinforcement In Grooves (EBRIG)

Method for Flexural Strengthening of RC Beams,” 9th

International

Congress on Civil Engineering (9ICCE), Isfahan, 8-10 May, 2012.

28. Mostofinejad, Davood, and Samea, Parham, “Finite Element Analysis of FRP

Strengthened Grooved Concrete Beams,” 9th

International Congress on Civil

Engineering (9ICCE), Isfahan, 8-10 May, 2012.

29. Mostofinejad, Davood, and Rostaminikoo, Mojtaba, “Effect of Mix

Proportion on Compressive Strength of RPC,” 9th

International Congress on

Civil Engineering (9ICCE), Isfahan, 8-10 May, 2012.

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34. Toranj Zar, M. M., and Mostofinejad, Davood, “Seismic Vulnerability

Analysis of Masonry Portals,” Proceedings of the 8th

International

Conference on Structural Dynamics, EURODYN 2011, July 4-6, 2011, Leuven,

Belgium. pp. 385-390.

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37. Mostofinejad, Davood, and Shameli, S. Masoud, “Performance of EBROG

Method under Multilayer FRP Sheets for Flexural Strengthening of

Concrete Beams,” The Twelfth East Asia-Pasific Conference on Structural

Engineering and Construction (EASEC-12), , Hong Kong SAR, China, 26-28

January, 2011.

38. Mostofinejad, Davood, and Talaeitaba, S. Behzad, “Nonlinear Modeling of

RC Beams Subjected to Torsion Using Smeared Crack Model,” The

Twelfth East Asia-Pasific Conference on Structural Engineering and

Construction (EASEC-12), Hong Kong SAR, China, 26-28 January, 2011.

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40. Hajrasouliha, Mohamad Javad, and Mostofinejad, Davood, “Grooving as a

Substitute Method of Conventional Surface Preparation for Elimination of

Debonding of FRP Laminates from Concrete Surface,” 9th

International

Congress on Advances in Civil Engineering, Karadeniz Technical University,

Trabzon, Turkey, 27-30 September, 2010.

41. Reisi, Mohamad, and Mostofinejad, Davood, “Economic Analysis of High

Strength Concrete (HSC) in RC Structures,” 9th

International Congress on

Advances in Civil Engineering, Karadeniz Technical University, Trabzon,

Turkey, 27-30 September, 2010.

42. Eftekhar, Mohamad Reza, and Mostofinejad, Davood, “Effect of Bar-Cutoff

and Bent-Point Locations on Debonding Loads in RC Beams Strengthened

with CFRP Plates,” CICE 2010 - The 5th

International Conference on FRP

Composites in Civil Engineering, Beijing, China, September 27-29, 2010, pp.

490-493.

43. Mostofinejad, Davood, and Hajrasouliha, Mohamad javad, “Experimental

Study on Grooving Detail for Elimination of Debonding of FRP Sheets

from Concrete Surface,” CICE 2010 - The 5th

International Conference on

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FRP Composites in Civil Engineering, Beijing, China, September 27-29, 2010,

pp. 545-547.

44. Asfa, Mohamad, Mostofinejad, Davood, and Abdoli, Nader, “Effect of FRP

Strengthening on the Behavior of Shear Walls with Opening,” CICE 2010 -

The 5th

International Conference on FRP Composites in Civil Engineering,

Beijing, China, September 27-29, 2010, pp. 837-840.

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P7 U%1��!"S �� 79.

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51. Mostofinejad, Davood, Abdoli, Nader, and Asfa, Mohamad, “Effect of

Strengthening FRP Composites attached around Openings of Coupling

Shear Walls,” National Conference on Industrialization of Structures,

Proceedings, Tehran, Iran, 24-25 February 2010.

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55. Mostofinejad, Davood, and Mahmoudabadi, Ehsan, “Effect of Elimination of

Concrete Surface Preparation on the Debonding of FRP Laminates,” 3th

International Conference on Concrete Repair, Concrete Solutions- Grantham

Majorana & Salomoni (Eds), Taylor and Francis Group, Venice, Italy, 29 June

- 2 July, 2009, pp. 357-361.

56. Eftekhar, M. Reza, and Mostofinejad, Davood, “Effect of Bar Sizes on

Debonding Load of RC Beams Strengthened with FRP Laminates,” Proceedings of the 9

th International Symposium on Fiber-Reinforced Polymer

Reinforcement for Concrete Structures, Sydney, Australia, 13-15 July, 2009.

57. Mahmoudabadi, Ehsan, and Mostofinejad, Davood, “An Alternative Method

to Surface Preparation To Postpone Debonding of FRP Laminates,” Proceedings of the 9

th International Symposium on Fiber-Reinforced Polymer

Reinforcement for Concrete Structures, Sydney, Australia, 13-15 July, 2009.

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60. Reisi, Mohamad, Mostofinejad, Davood, and Azizi, Nima, “M-P Curves for

Strengthened Concrete Columns with Active Confinement,” The 14th

World

Conference on Earthquake Engineering, Beijing, China, 12-17 October, 2008.

61. Hajihashemi, Ali, Mostofinejad, Davood, and Azhari, Mojtaba,

“Strengthening of RC Beams Using Anchored Prestressed Near Surface

Mounted (NSM) FRP Rods,” International Conference on Computational

Methods in Structural Dynamics and Earthquake Engineering, CAMPDYN

2007, Rethymno, Crete, Greece, 13-16 June 2007.

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73. Mostofinejad, Davood, and Nazari Monfared, H. H., “Effect of Drying and

Wetting Cycles on Durability of Concrete Containing Slag and Limestone

Powder under Magnesium Sulfate Ions,” 2nd

International Conference on

Concrete and Development, April 30 – May 2, 2005, Tehran, Iran.

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78. Mostofinejad, Davood, and Talaeitaba, S. B., “FE Modeling of FRP

Strengthened RC Joints,” Proceedings of the 2nd

International Conference on

FRP Composites in Civil Engineering (CICE 2004), 8-10 December, 2004,

Adelaide, Australia.

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92. Mostofinejad, Davood, and Reisi. M., “Effect of Chemical Ingredients of

Seawater (Sulfate and Chloride) on Concrete Containing Silica Fume,”

Proceedings of the 6th International Conference on Civil Engineering (ICCE

2003), Volume 6, May 5-7, 2003, Isfahan University of Technology (IUT),

Isfahan, Iran, pp. 239-246.

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99. Mostofinejad, Davood, “An Overview on FRP Reinforced Concrete as a

Corrosion-Resistant Element in Offshore Structures,” 4th

International

Conference on Coasts, Ports & Marine Structures ICOPMAS 2000, November

2000, Bandar Abbass, Iran.

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�I+, �-1m�)#2&3" P7 U%1�� �!"3@� 79 � .

102. Mostofinejad, D., and Nozhati, M., “Estimation of Modulus of Elasticity of

HP/HS Concrete,” Proceedings of fifth International Conference on Civil

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Engineering, Volume III, Materials, Concrete and Steel Structures, May 2000,

Mashhad, Iran, pp. 21-30.

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106. Mostofinejad, D., and Razaqpur, A.G., “Moment Redistribution in

Continuous FRP Reinforced Concrete Beams,” Proceedings of the second

International composites in Infrastructures, ICCI’98, January 1998, Tucson,

Arizona, USA, pp. 25-36.

107. Saadatpour, M.M., and Mostofinejad, D., “Static, Vibration and Buckling of

Anistropic Composite Shells with Arbitrary Planforms,” Proceedings of the

second International composites in Infrastructures, ICCI’98, January 1998,

Tucson, Arizona, USA, pp. 303-315.

108. Mostofinejad, D., and Razaqpur, A. G., “Critical Analysis of Current Shear

Design Methods for FRP Reinforced Concrete Beams,” Proceedings of the

third International Symposium on Non-Metallic (FRP) Reinforcement for

Concrete Structures, October 1997, Sapporo, Japan.

109. Razaqpur, A.G., and Mostofinejad, D., “Effect of FRP Reinforcement on

Current Code Requirements for the Design of Reinforced Concrete Slabs,”

Report of TASK FORCE ON SLABS, GSA Technical Committee on the

Design of Fibre-Reinforced Plastic (FRP), Structural Components and

Reinforcing Materials for Buildings, S804, June, 1994, Ottawa, Canada.

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در افزايش ظرفيت برشي FRPهاي ها و شبكهبررسي عددي تاثير نوع و چيدمان بولت’’ علي نادري؛ &�

.l@"!5�9 1- ‘‘،ي دو طرفههاي تقويت شدهاي دالمنگنه

F& ر جهت تقويت برشي تير بتني بررسي روش تركيبي نصب سطحي ورق در داخل شيا’’ بهزاد رضوي؛

‘‘، FRPهاي مسلح با ورق��c 5�9!"@l.

�%�� ‘‘،افزايش دوام بتن در محيط سولفاتي به كمك باكتري’’ فرزانه نصوحيان؛ &�� 5�9!"@l.

چهار گوش تقويت شده با هاي بتني بررسي رفتار محوري و خمشي ستون’’ عليرضا سلجوقيان؛ &=

�%�� ‘‘،در وجوه FRPهاي ها و بستهدر گوش FRPنوارهاي قائم � 5�9!"@l.

هاي ي آن با ديگر روشو مقايسه (WWS)معرفي روش مهارهاي تار و پودي ’’ محسن دياري؛ &:

.FRP،‘‘ G%1���) 5�9!"@lمتداول جهت تقويت تيرهاي بتني با

اس آناليز ميدان بر سطح بتن بر اس FRPارزيابي طول مهار موثر ورق تقويتي ’’ اردالن حسيني؛ &>

�G ‘‘،(PIV)كرنش به روش سرعت سنجي تصويري ذرات � 5�9!"@!.

-در گوشه FRPهاي بتني چهار گوش تقويت شده با نوارهاي بررسي رفتار محوري ستون’’ الهه ايليا؛ &;

.!@"!5�9 1- ‘‘،در وجوه FRPهاي ها و بست

E& مپوزيت تقويت فشاري ستون با استفاده از كا’’ نيلوفر مشيري؛FRP با الياف قائم و روش شيار زني،‘‘

-1 5�9!"@!.

ي جدا شدگي ورق تعيين طول موثر شيار در روش شيار زني جهت كنترل پديده’’ كاميار خزائي؛ &

FRP هااز سطح بتن با منظور كردن تعداد اليه،‘‘ ��%� � 5�9!"@!.

�Z& واكنشي و اثر توام نانو سيليس و ميكرو ررسي تكنولوژي ساخت بتن پودريب’’ ؛مجتبي رستمي نيكو

.!@"!G%1���) 5�9 ‘‘،سيليس بر آن

هاي بست و بند در بررسي اجزاي مرزي ديوارهاي برشي بتن به كار گيري مدل’’ پارسا عسگريان؛ &��

.T@"!5�9 1- ‘‘،داراي بازشو يآرمه

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�F& بتن آرمه تقويت شده با ورق محدود تيرهاي يخطي اجزا تحليل غير’’ هومن ابراهيم پور كومله؛

FRP به روش تسليح خارجي با نصب بر روي شيارهاي طولي )EBROG(،‘‘ ��c 5�9!"@T.

زني به جاي آماده سازي سطحي متعارف در بررسي تاثير روش شيار’’ ؛امير رضا مقدس بيد آبادي &��

�%�� ‘‘،FRP مكانيزم گسيختگي خمشي تيرهاي بتني تقويت شده با� 5�9 !"@T.

استفاده از روش شيار زني به جاي آماده سازي سطحي متداول ’’ امير همايون طباطبايي كاشاني؛ &=�

.G%1���) 5�9!"@T ‘‘،در برش FRPجهت جلوگيري از جدا شدگي صفحات تقويتي

- جهت اتصال ورق) EBRIG(روش تركيبي نصب سطحي ورق در داخل شيار ’’ سيد مسعود شاملي؛ &:�

.G%1���) 5�9!"@T ‘‘،تير بتنيبه FRPهاي

از سطح FRPشدگي ورق زني بر جدا برسي تاثير ابعاد در روش شيار’’ محمد جواد حاج رسوليها؛ &>�

.@G%1���) 5�9!"S ‘‘،بتن

با در نظر گرفتن اثر شعاع FRPهاي بتني مستطيلي محصور در رفتار ستون’’ نسرين مرتضوي نصيري؛ &;�

.@G%1���) 5�9!"S ‘‘،گوشه

�E& بررسي اثر تقويت ’’ مريم محمدي انايي؛FRP بر روي اجزاي مرزي ديوار برشي در رفتار ديوار،‘‘

��c 5�9!"SS.

هاي قابي بتن بررسي اثر انعطاف پذيري فونداسيون بر ضريب رفتار سازه’’ معصومه عرفاني جزي؛ &�

P7 ‘‘،آرمهU%1�� 5�9!"SS.

FZ& شدگي بين بتن و ورق جدا مدل سازي’’ سيد جليل حسيني؛FRP در تيرهاي بتن مسلح تقويت

.G%1���) 5�9!"SS ‘‘،شده همراه با مطالعات موردي

F�& زني به عنوان يك روش به جاي گزين آماده سازي سطحي بتن جهت شيار’’ احسان محمود آبادي؛

.FRP،‘‘ G%1���) 5�9!"SS شدگي سطحي ورق جلوگيري از جدا

FF& هاي بتني پيش هاي با جان باز به همراه پانلبررسي يك سقف ابداعي با تيرچه’’ احسان نصري؛

.S3"!5�9 9�1�1 ‘‘،ساخته

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F�& ارزيابي آسيب پذيري لرزه اي پل هاي مقاوم سازي شده با استفاده از پوشش بتني ’’حسين دودي؛

�%�� ‘‘،به به كمك توابع شكنندگي� 5�9!"S3.

F=& اوم سازي تيرهاي بتن مسلح با استفاده از مصالح مق’’علي حاجي هاشمي؛CFRP پيش تنيده به روش

.1�9 5�9!"S3�NSM(،‘‘ 1(نصب در نزديك سطح

F:& افزايش قابليت جذب انرژي در بتن با استفاده از الستيك و پلي ’’سعيد ابراهيمي دهشيري؛

.S2"!5�9 1- ‘‘،استايرن

F<& تقويت شده با صفحات يپاسخ تيرهاي بتن آرمه تعيين’’محسن نور محمدي نجف آبادي؛

با استفاده از تئوري ميدان فشاري اصالح ،خمش و نيروي محوري ،تحت برش ،FRPكامپوزيتي .Sq"!5�9 1- ‘‘،شده

F;& هاي دو طرفه با استفاده از صفحات تقويت دال’’محمد علي فاضلي؛FRP براي افزايش ظرفيت

."S"!5�9 ��� ‘‘،ايبرش منگنه

FE& هاياستفاده از ورق’’نيما رهگذر؛FRP براي تامين ظرفيت خمشي در اتصاالت پيش ساخته بتن

."S"!5�9 ��� ‘‘،آرمه

F& خشك و تر و درآب دريا نوع سولفات موجود غلظت و بررسي تاثير’’حامد حسين نظري منفرد؛

.Sl"!5�9 ��� ‘‘،سنگ آهك پودر سرباره و ،سيليس بتن حاوي ميكرو شدن متوالي بر

�Z& هاي ورقه استفاده از افزايش شكل پذيري اتصاالت بتن آرمه با’’سيد بهزاد طاليي طباء؛FRP،‘‘ ���

5�9!"S!.

بتن حاوي بر) كلرور سولفات و( درآب دريا ي موجوديبررسي تاثير عوامل شيميا’’محمد رئيسي؛ &��

.!S"!5�9 ��� ‘‘،سنگ آهن پودر سيليس و ميكرو

�F& بررسي رفتار اتصاالت بتن آرمه خارجي با استفاده از شبكه هاي عصبي مصنوعي’’جعفر سبحاني؛،‘‘

b1 5�9!"ST.

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b1 5�9 ‘‘،حرارتي خزش در بتن - مدلي براي هم ارزي زماني يارائه’’اميد رضا باراني لنباني؛ &��

!"ST.

هت بررسي اثرات يخ زدگي بتن معمولي و تحليلي ج -ارائه روابط تجربي ’’سيد مهدي حسينيان؛ &=�

�%�� ‘‘�بتن با مقاومت باال� 5�9!"ST.

بررسي رفتار ساختمانهاي بلند بتني با ديوارهاي برشي ناهم راستا با در نظر ’’سيد مهدي داود نبي؛ &:�

.@3"!1- 5�9 ‘‘�گرفتن اثر صلبيت ديافراگم كف

تحليلي براي خواص مكانيكي بتن با مقاومت باالي مسلح به -ارائه روابط تجربي ’’جهانگير افشار؛ &>�

.@3"!1- 5�9 ‘‘�الياف فوالدي

1- 5�9 ‘‘�بررسي تجربي خوردگي فوالد در بتن حاوي سرباره و ميكروسيليس’’مرتضي صادقي؛ &;�

!"3@.

�E& ط بتن با كاربرد شبكه هاي عصبي و الگوريتم هاي ژنتيك در تعيين طرح اختال’’علي سماعي نژاد؛

.@3"!1- 5�9 ‘‘�مقاومت باال

تجربي جهت تبيين خواص مكانيكي بتن با مقاومت بسيار باال -ارائه مدلهاي رياضي ’’مجيد نزهتي؛ &�

.3S"!1- 5�9 ‘‘�با توجه به نقش مالت و درشت دانه

U (��� ��,�B ���, #��E 0�A)�� !��� ",�� ���A(

1- Parham Samea, “Numerical Analysis of FRP Strengthened Beam with

Longitudinal Grooves,” Sharif University of Technology, International Campus,

Kish Island, 2011.

2- Ahmadi, Sepideh, “Evaluation of New Moment-Resistant Precast Concrete

Beam-Column Connections Using FE Method,” Sharif University of

Technology, International Campus, Kish Island, 2010.

3- Mohammadi Samani, Ali, “Effect of Corner Radius on Axially-Loaded

Square RC Columns Confined with FRP Laminates,” Sharif University of

Technology, International Campus, Kish Island, 2010.

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4- Daneshfar, Naser, “Effect of Strengthening of Continuous RC Beams with

FRP Laminates on Moment Redistribution under Vertical Loads,” Sharif

University of Technology, International Campus, Kish Island, 2009.

5- Mirmontazeri, Seyed Kaveh, “Rehabilitation of Reinforced Concrete

Coupling Beams,” Sharif University of Technology, International Campus, Kish

Island, 2009.

ها و در گوشه FRP هاي بتني چهارگوش با تقويت قائم نواررفتار محوري ستون’’ ؛كيانيمحمد جواد &>

.@1 !"S�FRP ،‘‘ �1(% 5�678دور پيچ افقي

در تغيير رفتار ديوار از حالت عملكرد مجزا به FRPبررسي تاثير تقويت ديوار برشي با ’’ ؛صفامحمد ا &;

.@S"! 1�5�678 %)�1 ‘‘،بستههم

E& بند بر رفتار ي آرماتور گذاري ديوار و تير هماثر بعد و محل بازشو و نحوهررسي ب’’ منصور شيرواني؛

.@S"! 1�5�678 %)�1 ‘‘،ديوارهاي برشي داراي بازشو

‘‘،بند بتن آرمهبر رفتار تيرهاي هم FRPهاي تاثير كامپوزيتررسي ب’’ هاجر احمدي مير آبادي؛ &

5�678�1y�+�� !"S@.

�Z& هاي بتن مسلح ها بر رفتار ستوني پيچش و چيدمان اليهتاثير زاويه’’ حميد رضا موسايي سنجري؛

.1 !"SS�FRP،‘‘ �1(% 5�678محصور شده توسط

هاي ستون-در محصور شدگي بتن با هدف مقاوم سازي تير FRPتاثيرات ررسي ب’’ ند؛حسن سعادتم &��

.Sl"! 1�5�678 %)�1 ‘‘،بتن آرمه

�F& 5�678 %)�1 ‘‘،اي به دال تختتاثير بازشوها در اتصال منگنهررسي ب’’ محمد صالحي؛�1 !"ST.

��� ���"B"� <G� 0�"�6� 0�A

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ي اي با استفاده از ميله و شبكههاي تخت براي برش منگنهمقاوم سازي دال’’ ؛حسن ميثميد محم &�

FRP وFRP /+�� ‘‘،هابادبزني و مقايسة آن با ساير روش�5�9 !"@!.

F& چگالي چيدمان ارائة يك روش جديد در تعيين ’’ ؛محمد رئيسي(PD) روش هب ها اختالط سنگدانه

.!@"!5�9 ��� ‘‘،شبيه سازي كامپيوتري

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هاي پيچشي تيرهاي بتن آرمه با استفاده از كامپوزيت -تقويت برشي’’ سيد بهزاد طاليي طباء؛ &�

FRP،‘‘ -1 5�9!"@T.

اثرات آرايش آرماتورهاي خمشي و تسليح خارجي روي جداشدگي ورق هاي ’’ محمد رضا افتخار؛ &=

.@CFRP،‘‘ G%1���) 5�9!"Sتقويتي در تيرهاي بتن آرمه تقويت شده با صفحات

بررسي امكان افزايش شكل پذيري و باز توزيع لنگر در تيرهاي سراسري قاب هاي ’’ فرهنگ فرحبد؛ &:

‘‘،CFRPبتن مسلح تقويت شده با ورق هاي كامپوزيت��c 5�9!"S#.

V�� (��� a�R�� K�T � 0�A

محمد اخالقي - 2 سيد جليل حسيني -1

امير رضا مقدس -4 جواد حاج رسوليها - 3

عليرضا سلجوقيان -5