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Application Example in Research

As application cases in research, the following topics are, for example, mentioned.

1

RC Column Subjected to Combination of Permanent Eccentric Axial Force and Reverced Cyclic Torsion and Bending/Shear 4)

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2

Seismic Damage Analysis of Underground Structures 5)

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3

Response Analysis of Young Age Concrete Subjected to Mechanical and Environmental Action 6)

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4

Member Response Analysis with Damage in Steel & Structural Performance Assessment 6), 7),19),20)

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5

Shear Failure of RC Beams Using High Strength Materials 8)

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6

Multi-Directional Loading Analysis of Box-Shell-Type Structures 9)

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7

Shear Failure after Yielding of Box-Culvert 9)

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8

Reverced Cyclic Loading Analysis of LNG Storage Tank Specimen 9)

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9

Response Analysis of RC Column Considering Main Reinfocement Buckling 10)

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10

Response Analysis of RC Piles under Ground 11)

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11

Time Dependency in Highly Inelastic Range & Repeated Effect of Concrete Compression 12)-14)

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12 Investigation of Load Resistant Mechanism of Sidewalls Connected at Knee Joints of Cut and Cover Tunnels Using Numerical Simulation 15)

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"Journal of Advanced Concrete Technology" in References below is English Academic Journal published by Japan Concrete Institute.


Reference

4)

Satoshi TSUCHIYA, Kazuhiro TSUNO and Koichi MAEKAWA : Three-Dimensional FE Solid Response Analysis of RC Columns Subjected to a Combination of Permanent Eccentric Axial Force and Reverced Cyclic Torsion and Bending/Shear, Concrete Library Internationl, No.39, pp.237-252, JSCE, June 2002.
5)

An, X. and Maekawa, K. : Failure analysis of underground RC frame subjected to seismic action, Proc. of JSCE, No.571/V-36, pp.251-268, August 1997.
6)

Koichi MAEKAWA, Tetsuya ISHIDA and Toshiharu KISHI : Multi-scale Modeling of Concrete Performance -Integrated Material and Structural Mechanics, Journal of Advanced Concrete Technology, Vol. 1, No. 2, pp.91-126, 2003.
7)

Kukrit TOONGOENTHONG and Koichi MAEKAWA : Unified FEM Computaional Approach for Material Expansion inside RC due to Reinforcement Corrosion and ASR, CONSEC '04, June 2004.
8)

Satoshi TSUCHIYA, Tetsuya MISHIMA and Koichi MAEKAWA : Shear Failure and Numerical Performance Evaluation for RC Beam Members Made with High-Strength Materials, Concrete Library Internationl, No.40, pp.227-252, JSCE, December 2002.
9)

Koichi MAEKAWA and Kyu-Yong Choi : Computational Platform for Safety and Life-cycle Assessment of RC/PC shells, Transactions of the 17th International Conference on Structural Mechanics in Reactor Technology (SmiRT17), Prague, Czech Republic, August 2003.
10)

Dhakal, R. P. and Maekawa, K. : Post-Peak Cyclic Response Analysis and Energy Dissipation Capacity of RC Columns, Proc. of JSCE, No.676/V-51, pp.117-133, May 2001.
11)

Takeshi MAKI and Hiroshi Mutsuyoshi : Seismic Behavior of Reinforced Concrete Piles under Ground, Journal of Advanced Concrete Technology, Vol.2, No.1, pp.37-47, 2004.
12)

Khaled Farouk El-Kashif and Koichi Maekawa : Time-Dependent Nonlinearity of Compression Softening in ConcreteCJournal of Advanced Concrete Technology, Vol. 2, No. 2, pp.233-248, 2004.
13)

Koichi Maekawa and Khaled Farouk El-Kashif : Cyclic Cumulative Damaging of Reinforced Concrete in Post-Peak RegionsCJournal of Advanced Concrete Technology, Vol. 2, No. 2, pp.257-271, 2004.
14)

Khaled Farouk El-Kashif and Koichi Maekawa : Time-Dependent Post-Peak Softening of RC Members in FlexureCJournal of Advanced Concrete Technology, Vol. 2, No. 3, pp.301-315, 2004.
15)

Hitoshi TAJIMA, Masahiko KISHIDA, Kenichiro NAKARAI, Koichi MAEKAWA and Kazutoshi YAMAMOTO : Analysis of Load Resistant Mechanism and Seismic Performance of Sidewalls Connected at Knee Joints of Cut and Cover Tunnels, Vol.50A, pp.969-978, JSCE, April 2004. (in Japanese)
19)

Kukrit TOONGOENTHONG and Koichi MAEKAWAFMulti-Mechanical Approach to Structural Performance Assessment of Corroded RC Members in Shear, Journal of Advanced Concrete Technology, Vol. 3, No. 1, pp.107-122, 2005.
20)

Kukrit TOONGOENTHONG and Koichi MAEKAWAFComputational Performance Assessment of Damaged RC Members with Fractured Stirrups, Journal of Advanced Concrete Technology, Vol. 3, No. 1, pp.123-136, 2005.