CURRICULUM VITAE
Name : Hiroshi Shima
Date of Birth : July 1st, 1958
Nationality : Japanese
Educational Background :
B.Sc. Saginaw State
University, Saginaw, MI, U.S.A., 1981
B.Eng. University of
Tokushima, Tokushima, Japan, 1982
M.Eng. University of
Tokushima, Tokushima, Japan, 1984
D.Eng. University of Tokyo,
Tokyo, Japan, 1987
Employment Record :
1987 to 1988 : Assistant Lecturer
1988 to 1989 : Lecturer
1989 to 1997 : Associate Professor
Department of Civil Engineering,
Faculty of Engineering,
University of Tokushima, Tokushima,
Japan
1997 to present Professor
Department of Infrastructure Systems
Engineering,
Faculty of Engineering,
Kochi University of Technology, Kochi,
Japan
Society Memberships :
Fellow, Japan Society of Civil
Engineers
Member, Architectural Institute of
Japan
Member, Japan Concrete Institute
Trustee, Japan Society of Material
Science
Current Professional Activity :
Member, International Committee on
Concrete Model Code for Asia
Director, Japan Construction
Machinery and Construction Association
Chairman, Editorial Committee for
Journal of JSCE A1, JSCE
Chairman, Committee on quality
control supervision, Kochi ready-mixed concrete association
Chairman, Hybrid structure committee,
JSCE
Member of Steering committee, Concrete
committee, JSCE
Chairman, Shikoku branch, Japan Concrete Institute
Member,
Environmental assessment judging committee, Kochi Prefecture
Field of Research :
1) Bond models such as post yield
behavior, time dependent behavior, bond of corroded steel bar, tension
stiffness model.
2) Seismic design such as ductility of
reinforced concrete structures and dynamic response of reinforced concrete
structures under earthquake loading.
3) Durability evaluation method such as
chloride ion concentration at concrete surface and corrosion cracking
4) Steel-concrete composite structures
5) Construction contract
International Journal Publications :
1) Shima, H., Mizuguchi, H. and Nishio,T.: "The
effect of amount of fine particles on segregation of flowing concrete,"
Transactions of the Japan Concrete Institute, Vol.5, 1983, pp.15-22.
2) Shima, H., Mizuguchi, H., Wada, T.: "Properties
of hardened concrete affected by segregation of super-plasticized
concrete," Transactions of the Japan Concrete Institute, Vol.6, 1984,
pp.1-8.
3) Shima, H., Tangtermsirikul, S. and Ueda, T.:
"Separation of flexural and shear deformation in reinforced concrete
pier," Transactions of the Japan Concrete Institute, Vol.8, 1986,
pp.543-550.
4) Shima, H., Chou, L. and Okamura, H.: "Bond
stress-slip-strain relationship of deformed bars embedded in massive
concrete," Concrete Library International, No.10, Japan Society of Civil
Engineers, Dec. 1987, pp.79-94.
5) Shima, H., Chou, L. and Okamura, H.: "Bond
characteristics in post-yield range of deformed bar," Concrete Library
International, No.10, Japan Society of Civil Engineers, Dec. 1987, pp.113-124.
6) Shima, H. and Tamai, S.: "Tension stiffness model
of reinforced concrete element under reversed loading," Transactions of
the Japan Concrete Institute, Vol.9, 1987, pp.441-448.
7) Tangtermsirikul, S. and Shima, H.: "Modeling for
buckling of reinforcement in reinforced concrete pier," Transactions of
the Japan Concrete Institute, Vol.9, 1987, pp.527-532.
8) Tamai, S., Shima, H., Izumo, J. and Okamura, H.:
"Average stress-strain relationship in post yield range of steel bar in
concrete," Concrete Library International, No.11, Japan Society of Civil
Engineers, June 1988, pp.117-129.
9) Izumo, J., Shima, H. and Okamura, H.: "Analytical
model for RC panel elements subjected to in-plane forces," Concrete
Library International, No.12, Japan Society of Civil Engineers, March 1989,
pp.155-181.
10) Rungrojsaratis, V. and Shima, H.: "Effect of
confining reinforcement on the behavior of lapped splice connection between
steel bar and steel plate," Proc. of Japan Concrete Institute, Vol.11,
No.2, 1989, pp.637-642.
11) Shima, H. and Shinohara, K.: "Analysis of
cracking process and tension stiffness of uniaxial reinforced concrete
members," Transactions of the Japan Concrete Institute, Vol.11, 1990,
pp.479-486.
12) Chuah, C., Shima, H. and Noritake, K.: "Strength
and deformational behaviors of studs embedded in high strength prestressed
concrete," Proc. of Japan Concrete Institute, Vol.13, No.2, 1991,
pp.1033-1038.
13) Aki, R. Shima, H., Mizuguchi, H.: "Effect of
second coming earthquake waveform on dynamic behavior of repaired reinforced
concrete bridge piers," Transactions of the Japan Concrete Institute,
Vol.13, 1991, pp.335-340.
14) Chuah, C., Shima, H. and Rungrojsaratis, V.:
"Load-displacement relationship of plate shape shear connector in
steel-concrete composite structures," Concrete Library International,
No.19, Japan Society of Civil Engineers, June 1992, pp.257-264.
15) Yokoi, K., Shima, H. and Mizuguchi, H.:
"Applicability of shear strength equations for RC beams to concrete beams
reinforced with FRP rods," Transactions of the Japan Concrete Institute,
Vol.14, 1992, pp.247-252.
16) Shima, H., Suga, T. and Honma, M.: "Local bond
stress-slip relationship of continuous fiber reinforcing materials obtained by
pull bond tests with long embedment," Transactions of the Japan Concrete
Institute, Vol.15, 1993, pp.297-304.
17) Shima, H. and Harada, N.: "Relationship between
amount of shear connector and flexural strength of steel-concrete sandwich
structures," Transactions of the Japan Concrete Institute, Vol.15, 1993,
pp.519-526.
18) Shima, H. and Ishimoto, Y.: "Effect of loading
rate on local bond stress-slip relationship of a deformed steel bar,"
Transactions of the Japan Concrete Institute, Vol.15, 1993, pp.589-596.
19) Shima, H. and Suga, T.: "Local bond stress-slip
relationship of braided aramid fiber bar obtained from pretensioned bond
test," Transactions of the Japan Concrete Institute, Vol.16, 1994,
pp.191-196.
20) Shima, H. and Ishimoto, Y.: "Effect of loading
rate on stretching out of anchored reinforcing bars," Transactions of the
Japan Concrete Institute, Vol.16, 1994, pp.459-466.
21) Noritake, K., Shima, H. and Kohno, K.: "Proposal
for new structures making the best use of high strength concrete to reduce the
weight of prestressed concrete bridges," Concrete Library International,
JSCE, No.25, June 1995, pp.27-43.
22) Ogawa, Y., Kaji, T., Shima, H. and Nakamura, H.:
"Compressive strength and pore volume of no-fines porous concrete
absorbing carbon dioxide gas," Transactions of the Japan Concrete
Institute, Vol.17, pp.53-60, 1995.
23) Piyamahant, S., and Shima, H.: Shear Strength of
Reinforced Concrete Beams with Small Amount of Web Reinforcement, Proceedings
of Japan Concrete Institute, Vol.25, No.2, pp.1099-1104, 2003.
24) Songkram Piyamahant and Hiroshi Shima: Test Method
for Cracking Resistance of Cover Concrete due to Corrosion of Reinforcement,
Journal of Advanced Concrete Technology, Vol.9, No.2, pp.169-176, June 2011
25) Soty Ros and Hiroshi Shima: Formulation for shear
force-relative displacement relationship of L-shape shear connector in
steel-concrete composite structures, Engineering Structures, Elsevier, Vol.46,
pp.581-592, 2013.1
26) Virak Han, Soty Ros and Hiroshi
Shima: Effects of sand content, superplasticizer dosage and mixing time on
Compressive Strength of Mortar, ACI Materials Journal, Vol.110, No.1, pp.23-32,
2013.1
27) Songkram
Piyamahant, Hiroshi Shima and Soty Ros: Simulation
for Corrosion Cracking of Cover Concrete in Reinforced Concrete Structures,
Journal of JSCE, Vol.1, No.1, pp.162-180, 2013.
28)
Soty ROS and Hiroshi SHIMA : Relationship between Splitting Tensile Strength
and Compressive Strength of Concrete at Early Age with Different Types of
Cements and Curing Temperature Histories, Proceedings of Japan Concrete
Institute, Vol.35, No.1, pp.427-432, 2013
29) Yuichi Sato, Toshiyuki Kanakubo and Hiroshi Shima :
Double-Counting Problem of FEA with Simultaneous Use of Bond Link Elements and
Tension-Stiffening Model, Journal of Advanced Concrete
Technology, Vol.11, pp.206-214, August 2013.
30) Virak Han, Soty Ros
and Hiroshi Shima: Strength Model for Mortar based on Hydration Heat and
Microstructure Developments, Journal of JSCE, Vol.1, No.1, pp.366-378, 2013
International Conference Publications (excerpts):
1) Shima, H., Chou, L., Niwa, J. and Okamura, H.:
"Strain-slip relationships for a steel bar in massive concrete,"
International Symposium on fundamental theory of reinforced and prestressed
concrete, Sept. 1986, Nanjing.
2) Shima, H. and Tamai, S.: "Tension stiffness model
of reinforced concrete element under reversed loading including post yield
range," Colloquium on Computational Mechanics of Concrete Structures,
IABSE, Aug. 1987, Delft.
3) Shima, H., Mizuguchi, H. and Kanbara, N.:
"Seismic behavior of repaired reinforced concrete bridge piers with
various degrees of damage," The Second East Asia-pacific Conference on
Structural Engineering & Construction, Jan. 1989, Chiang Mai.
4) Shima, H., Mizuguchi, H. and Kanbara, N.:
"Hysteresis model of repaired reinforced concrete bridge piers damaged by
earthquake," Asia-Pacific Structural Analysis Conference, Nov. 1989,
Malacca.
5) Shima, H. Shin, H. and Okamura, H.: "A
constitutive model for tension stiffness of reinforced concrete under reversed
loading - post yield behavior is
included," Second International Conference on Computer Aided Analysis and
Design of Concrete Structures, April 1990, Zell Am See
6) Shima, H., Mizuguchi, H. and Kohno, K.: "Creep
behavior of bond between steel bar and concrete," Residual Stresses III,
Vol.1, Elsevier Science Publishers, 1992, pp.423-428.
7) Shima, H. and Suga, T.: "Local bond stress-slip
relationship of braided aramid fiber bar," Proc. of The Fifth East
Asia-pacific Conference on Structural Engineering & Construction, July
1995, pp.1041-1046.
8) Shima, H., Ogawa, Y. and Kohno, K.: Bond properties
between no-fines porous concrete and epoxy coated steel bars, Proc. of
Int.Conf. on Urban Engineering in Asian Cities in the 21st Century, Nov.20-23,
1996, Bangkok
9) Y.Kakuta, H.Mutsuyoshi and H.Shima: New structural
design method for concrete members using continuous fiber reinforcing material,
Proc. of 3rd International Conference on Fiber Reinforced Plastics for
Reinforced Concrete Structures, Sapporo, Oct.1997.
10) K.Yokoi, H.Mizuguchi, H.Shima and Y.Yamamoto: Effect
of reinforcement volume on failure of T-shaped RC bridge piers under dynamic
loading, Proc. of 7th East Asia-Pacific Conference on Structural Engineering
& Construction, Kochi, Aug.1999, pp.1229-1234.
11) Shima, H. and Noritake, K.: Strain Increase of
Concrete Subjected to Sustained Compressive Stress at Early Age, Proceedings of
ICCMC/IBST International Conference, 2001, Hanoi, pp.350-355.
12) Denpongpan, T. and Shima, H.:Effect of Reversed
Loading on Shear Behavior of Reinforced Concrete, Proceedings of EASEC-8,
2001.12, Paper No.1118.
13) Ohno, Y. and Shima, H.: Resistance to Drying
Shrinkage Crack in Self-Compacting Concrete, Proceedings of EASEC-8, 2001.12,
Paper No.1182.
14) H.Shima: Local bond stress-slip relationship of
corroded steel bars embedded in concrete, Proceeding of the third international
symposium on bond in concrete, Budapest, November 2002, pp.153-158.
15) Yosuke Arai and Hiroshi Shima: A Proposal of Simple
Formula for Ductility Evaluation of Reinforced Concrete Column Members under
Reversed Cyclic Lateral Loading, Proceedings of The Ninth East Asia-Pacific
Conference on Structural Engineering and Construction, Bali, Indonesia, 16-18
December 2003, pp.RCS218-225.
16) Piyamahant, S., and Shima, H.: Applicability of
Superposition Method for Estimating Shear Strength of Reinforced Concrete Beams
with Small Amount of Web Reinforcement, Proceedings of the Forth International
Conference on Concrete under Severe Conditions, June 27-30, 2004, Seoul,
pp.1106-1113.
17) S.Swatekititham and H.Shima: Chloride Concentrations
on Surfaces of Concrete Structures, Proceedings of the Forth International
Conference on Concrete under Severe Conditions, June 27-30, 2004, Seoul.
18) M.Nagamine and H.Shima : Effect of Strain Rate on
Stress-Strain Curve of Reinforcing Bars after Yielding under Reversed Cyclic Load,
Proceedings of the Forth International Conference on Concrete under Severe
Conditions, June 27-30, 2004, Seoul.
19) H.Shima: Recent Earthquake Damages and Seismic Design
Code of Concrete Structures in Japan, Proceedings of the Seventh International Conference
on Concrete Technology in Developing Countries, October 5-8, 2004, Kuala Lumpur
20) V.Seng, H.Shima and M.Ouchi: Possibility of
Self-Compacting Concrete in Cambodia, Proceedings of the Seventh International
Conference on Concrete Technology in Developing Countries, October 5-8, 2004,
Kuala Lumpur
21) S.Piyamahant and H.Shima: Experimental Study on
Cracking in Covering Concrete due to Pressure around Reinforcing Bars,
Proceedings of the First International Conference of Asian Concrete Federation,
October 28-29, 2004, Chiang Mai
22) S.Swatekititham, H.Shima and H.Okamura: Modeling on
Chloride Attack in Concrete Structures under Marine Environments, Proceedings
of the First International Conference of Asian Concrete Federation, October
28-29, 2004, Chiang Mai
23) Y.Wang, H.Shima, N.Fujisawa and M.Ouchi: Seismic
Behavior of New CFT Structure using Self-Compacting Concrete, Proceedings of
International Conference on Structural and Road Transportation Engineering,
January 3-5, 2005, India
24) T.Denpongpan and H.Shima : Effect of
axial load on ductility of reinforced concrete columns, 30th
Conference on our world in concrete & structures, 23-24 August 2005, Singapore, pp.233-240
25) S.Vong and H.Shima : Creep and shrinkage
of self-compacting concrete with different limestone powder contents, SCC2005,
Oct.30-Nov.2, Chicago
26) Y.Wang, H.Shima, N.Fujisawa and M.Ouchi
: Application of self-compacting concrete to CFT column-CFT beam frame
structure, SCC2005, Oct.30-Nov.2, Chicago
27)
Vong Seng and Hiroshi Shima : Design of Pretension Prestressed Concrete Girder Bridge
for Cambodian Rehabilitation, EASEC-10,
Aug.2006, Bangkok, pp.313-318.
28) Virak Han and Hiroshi Shima :
Compressive Strength of Mortar with High Amounts of Super-plasticizer,
EASEC-10, Aug.2006, Bangkok
30) R. Niraula, S. Kusayanagi and H. Shima :
Changing Organizational Culture of University in a Least Developed Country,
Proceedings of the International Symposium on Social Management Systems, March
9-11, 2007
31) Taiju Yoneda, Tetsuya Mishima, Vong
Seng, Masahiro Ouchi, Hiroshi Shima : Production and Examination of Prestress
loss of Precast Prestressed Concrete Bridge Girder Using Self-Compacting
Concrete in Cambodia, Proceedings of the International Symposium on Social
Management Systems, March 9-11, 2007
32)
Yuya Kawatake, Hiroshi Shima, Hideki Hoshiro and Kunio Chikami : Seismic
Performance of Reinforced Concrete Column using Vinylon Fiber as Tie Hoop,
Proceedings of First International Symposium on Frontier Technology, pp.56-59,
Aug.21-21, 2007, Shenyang
33) Hiroshi Shima and Satoru Fukuju :
Bond Stress Distribution along Bar Axis in Hook Anchorage of Deformed
Reinforcement, The 3rd ACF International Conference, pp.654-660, 2008
34) Hitoshi Kumagai, Hiroshi Shima, Lap
Loi Chung and Shyh Jiann Hwang : Seismic Damage Assessment and Retrofit, The
3rd ACF International Conference, pp. 1202-1208, 2008
35) H. Shima and K. Hatanaka : Effect of
Loading History on Softening of Load-Displacement Curve of Reinforced Concrete
Columns, Eleventh East Asia-Pacific Conference on Structural Engineering &
Construction, November 19-21, 2008, Taipei, TAIWAN
36) S. Nakamura, A. Nakajima, T.
Watanabe and H. Shima : Introduction to Draft of JSCE Standard Specification
for Hybrid Structures, Eleventh East Asia-Pacific Conference on Structural
Engineering & Construction, November 19-21, 2008, Taipei, TAIWAN
37) Hiroshi Shima : Seismic Performance
of Reinforced Concrete Structures, The 8th International Symposium on New
Technologies for Urban Safety of Mega Cities in Asia, Oct. 15-16, 2009, Inchon,
Korea (invited lecture)
38) Hiroshi Shima and Seiji Watanabe :
Formulation for Load-Slip Relationships of Headed Stud Connector, Proceedings
of the 34th IABSE Symposium, September 22-24, 2010, Venice.
39) Soty Ros and Hiroshi Shima: Formulation
for Maximum Shear Force on L-Shape Shear Connector subjected to Strut
Compressive Force at Splitting Crack Occurrence in Steel-Concrete Composite
Structures, EASEC-12, January 26-28, 2011, Hong Kong (Procedia Engineering,
Elsevier, Vol.14, pp.2420-2428, 2011)
40) Soty Ros and Hiroshi Shima : Elastic
Spring Property in Rheological Model for Thermal Stress-Strain Relationship of
Early Age Concrete under External Restraint, The 5th International Conference
of Asian Concrete Federation, Oct. 24-26, 2012, Pattaya, Thailand
41) Y. Sato, H. Shima, T. Kanakubo :
Japan Concrete Institute TC Activities on Bond Behavior and Constitutive Laws
in RC (Part 1: Research Survey on Bond Problems)，Bond in
Concrete 2012, pp.89-96.
42) A. Yasojima, T. Kanakubo, H. Shima :
Japan Concrete Institute TC Activities on Bond Behavior and Constitutive Laws
in RC (Part 2: Theoretical Behavior by Bond Laws), Bond in Concrete 2012,
pp.97-104.
43) T. Kanakubo, Y. Sato, Y. Uchida, K.
Watanabe, H. Shima : Japan Concrete Institute TC Activities on Bond Behavior
and Constitutive Laws in RC (Part 3: Application of Constitutive Laws for FEA),
Bond in Concrete 2012, pp.105-112
44)
R. Soty and H. Shima : Partial Interaction Mechanisms of Headed Stud Subjected
to Pullout Force, 17th International Conference on Composite
Structures, Porto, Portugal, June 17-20, 2013
45)
R. Soty and H. Shima : Performances of L-Shape Shear Connector subjected to
Compressive Force in Steel-Concrete Composite Structures, EASEC-13, Sapporo,
September 11-13, 2013
46)
Y. Taira, S. Saito, T. Watanabe, Y. Mizoe, H. Shima, A. Nakajima and K.
Furuichi : Experimental Study on Shear Force-Slip Relationship of Headed Stud
Connectors under Controlled Shear and Axial Forces, EASEC-13, Sapporo,
September 11-13, 2013