Download rendy thamrin

CURRICULUM VITAE
December, 2010
PERSONAL DATA
NAME :
OFFICE ADDRESS :
Rendy Thamrin
Faculty of Civil and Environmental Engineerring,
University Tun Hussein Onn, 86400, Parit Raja, Batu
Pahat
014 939 6608
[email protected]
PHONE :
e-mail :
EDUCATION
RESEARCH
INTERESTS

Ph.D., Structural Engineering (Reinforced
Concrete Structure)
Toyohashi University of Technology, Japan, Mar.
2006, Dissertation: “Flexural and Bond Behavior
of Reinforced Concrete Beam with FRP Bars”

M.S., Structural Engineering (Reinforced Concrete
Structure)
Bandung Institute of Technology, Indonesia, Oct.
1999, Thesis: “Flexural Analysis of Continuous
Reinforced Concrete T-Beam using Non-linear
Finite Element Method”

B.S., Civil Engineering (Geotechnical Engineering)
Andalas University, Indonesia, Feb. 1994, Thesis:
“The Application of Geotextile as Reinforcement in
Unpaved Road”

Analysis and numerical modelling of reinforced
concrete structures.
Application of FRP composites in reinforced
concrete structures.
Assessment and strengthening of reinforced
concrete structures.


RESEARCH
EXPERIENCES





Flexural Analysis of Continuous Reinforced
Concrete T-Beam using Non-linear Finite Element
Method.
Nonlinear Analysis of Steel Frame Structures
(Nonlinear Geometry).
Study of Flexural and Bond Behavior of RC Beam
with FRP Reinforcement.
Study on Tensile Strength Deterioration of CFRP
Bar Due to Repeated Reversed Axial Load.
Shear Behavior of Concrete Beams Reinforced with
GFRP Bars.
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PUBLICATIONS
 Refereed / International Journals
(1) “Bond Strength of CFRP Rods in Simply
Supported RC Beam with Hanging Region.” Thamrin,
R., and Kaku, T., Proc. of JCI Annual Convention,
Nagoya, Japan, Vol. 27 (2005), pp. 733-738.
(2) “Bond Behavior of CFRP Bars in Simply Supported
Reinforced Concrete Beam with Hanging Region.”
Thamrin, R., and Kaku, T., Journal of Composites for
Construction, American Society of Civil Engineers
(ASCE), Vol. 11, No. 2, Mar-Apr, (2007), pp. 129-137.
 Attended International Conferences
(1) “Flexural and Bond Behavior of Reinforced
Concrete Beam with FRP Rods.” Thamrin, R., Kaku,
T., Imai, T., Proc. of Experimental Theoretical
Mechanics (2002), Bali, Indonesia, pp. 469 - 478.
(2) “Study of Flexural and Bond Behavior of RC
Beam with FRP Rods.” Thamrin, R., Kaku, T.,
Komiya, I., Proc. of The Ninth East Asia-Pacific
Conference on Structural Engineering and
Construction (2003), Bali, Indonesia, pp. RCS-256 –
RCS-261.
(3) “Bond Behavior of CFRP Rods in RC Beam with
Hanging Region.” Thamrin, R., Ngoc, T. T, Samnang,
H., Yoshikawa, N and Kaku, T., Proc. of The 2nd
International Conference on FRP Composites in Civil
Engineering (2004), Adelaide, Australia, Edited by
Seracino, R., pp. 361-369.
(4) “Tension Force Model of Longitudinal
Reinforcement at the Support of RC Beam with
Hanging Region.” Thamrin, R., and Kaku, T., Proc. of
FIB Symposium ’Keep Concrete Attractive’ (2005),
Budapest, Hungary, Edited by Balasz, G. L., and
Borosnyoi, A., pp. 613-618.
(5) “Development Length Evaluation of Reinforced
Concrete Beam with CFRP Bars.” Thamrin, R., and
Kaku, T., Proc. of Int. Symp. on Bond Behaviour of
FRP in Structures (2005), Hongkong, China, Edited
by J. F. Chen and J. G. Teng, pp. 393 – 399.
(6) “Experimental Study on Flexural and Bond
Behavior of RC Beam with CFRP Bars.” Thamrin, R.,
and Kaku, T., Proc. of EACEF, (2007), Jakarta,
Indonesia, pp. C-15 – C-22.
(7) “Evaluation on Shear Capacity and Tension Force
of Longitudinal Reinforcement of RC Beam with FRP
Bars.” Thamrin, R., Aziz, A., and Azlina, N., Proc. of
APSEC & EACEF, (2009), Langkawi, Malaysia, pp.
413 - 419.
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