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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.
�
�� �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.
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
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.
��
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.
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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.
l. �1�e8 �)�0K91��1 ��$���� ���Y�R�/ � �’’ ��� �� "20 �G� ���~� �!#E �~2 ~� P >�~2 0�~A
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s���.
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!"@l ���/�.
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��B � 0�A ���FRP ���� ����B "�r <,�:� 0�"2 F'~. 0 �~!� <~��"v � �~��2 0"~,�� 0�A
���� 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
��
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.
l!. 1��1 �1�e8 �)�0K9-��79 �� �� �� ����%� � � �)���8’’�"v� <u �!� �����:� j��2 u�A, o~��� �%. <
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����B � u�A ��� �� ������� �2 j��2 u�A� �FRP�‘‘ G���� G0� P.�, r�9 C8��+�^� q&2 1�1��k �
!"@! ��9�^.
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!"@! ��9�^ .
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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.
�
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
��
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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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.
!TT. ���68� ] ���7)� � 1��1 �1�e8 �)�0K9’’ l�~2 <~��:� �~2 >�~2 <���/ � 0� ��� M��@� ��� "�D���‘‘
������ G�� �H��K9 �%���1�\ACI� � 9!"3@.
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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
�
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
��
�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
��
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؛ &�
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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 &>
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در تغيير رفتار ديوار از حالت عملكرد مجزا به FRPبررسي تاثير تقويت ديوار برشي با ’’ ؛صفامحمد ا &;
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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؛ &
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�Z& هاي بتن مسلح ها بر رفتار ستوني پيچش و چيدمان اليهتاثير زاويه’’ حميد رضا موسايي سنجري؛
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هاي ستون-در محصور شدگي بتن با هدف مقاوم سازي تير FRPتاثيرات ررسي ب’’ ند؛حسن سعادتم &��
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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؛ &�
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اثرات آرايش آرماتورهاي خمشي و تسليح خارجي روي جداشدگي ورق هاي ’’ محمد رضا افتخار؛ &=
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بررسي امكان افزايش شكل پذيري و باز توزيع لنگر در تيرهاي سراسري قاب هاي ’’ فرهنگ فرحبد؛ &:
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محمد اخالقي - 2 سيد جليل حسيني -1
امير رضا مقدس -4 جواد حاج رسوليها - 3
عليرضا سلجوقيان -5
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