Publications of Miki Laboratory
Structural Concrete Research Group

updated at 2019/5/1

Here is a directory of Research in KU: All publications of Dr. Miki and his research group are listed. 


Corrosion
Shear capacity of corroded reinforced concrete beams
  1. Miki, T. and Takeuchi, Y.: Shear Carrying Capacity of RC Beams Having Partially Corroded Longitudinal Reinforcement, Proceedings of 7th International Conference on Urban Earthquake Engineering and 5th International Conference on Earthquake Engineering, pp.2109-2114, 2010.3
  2. Takeuchi, Y. and Miki, T.: Evaluation for Shear Resisting Mechanism of RC Beams Having Localized Corrosion in Longitudinal Reinforcement, Proceedings of the Concrete Structure Scenarios, JSMS, Vol.10, pp.235-240, 2010.10.
  3. Miki, T. and Takeuchi, Y.: Evaluation of Shear Resisting Mechanism of Partially Corroded RC Beams, Proceeding of 8th International Conference on Urban Earthquake Engineering and 5th International Conference on Earthquake Engineering, pp.615-620, 2011.3
  4. Tsujigami, K. and Miki, T.: Influence of Partially Occurred Corrosion in Longitudinal Reinforcement on the Shear Carrying Capacity of Reinforced Concrete Beams with Different Shear Span to Effective Depth Ratios, Journal of JCI, Vol.37, No.2, pp.577-582, 2015
Constitutive relationships of corroded rebars
  1. Miki, T. and Shiomi, T.: Experimental Study on Bond Behavior between Corroded Reinforcing Bar and Concrete subjected to Cyclic Loading, Proceeding of 9th International Conference on Urban Earthquake Engineering and 4th Asia Conference on Earthquake Engineering, pp.741-746, 2012.3
  2. Miki, T. and Shiomi, T.: Study on Bond Property of Corroded Reinforcing Bar Under Cyclic Loading, Proceedings of the 10th International Conference on Urban Earthquake Engineering, pp.641-646, 2013.3
  3. Miki, T. and Shiomi, T.: Study on Bond Behavior of Corroded Reinforcing Bars Subjected to Cyclic Loading, Journal of JCI, Vol.35, No.2, pp.601-606, 2013

Alkali-silika reaction (ASR)
Compressive failure behavior, internal crack observation
  1. Miki, T., Miyagawa, Y. and Matsutani, K.: Observation for internal cracks of concrete affected by alkali-silica reaction and its compressive failure behavior, Proceedings of International Conference on Sustainable Construction Materials and Technologies, T1-6-5, Kyoto, 2013
  2. Miki, T. and Miyagawa, Y.: Study on Behavior of Concrete Affected by Alkali-Silica Reaction under Compression, Journal of JCI, Vol.36, No.2, pp.73-78, 2014.07
  3. Miki, T. and Miyagawa, Y.: Eleastic Modulus and Compressive Failure of Concrete Affected by Alkali-Silica Reaction, Proceedings of the Concrete Structure Scenarios, JSMS, Vol.14, pp.45-52, 2014.10
  4. Miki, T., Miyagawa, Y. and Hoshino, S.: Evaluation of Compressive Failure of ASR Damaged Concrete Detected by Image Analysis, Proceedings of the International Conference on the Regeneration and Conservation of Concrete Structures, 2015.6
  5. Hoshino, S. and Miki, T.: Fundamental Study on Surface Strain Measurement under Compressive Stress for Cracked Concrete by Alkali-Silica Reaction, Proceedings of the Japan Concrete Institute, Vol.39, No.2, pp.91-96, 2017
Tension softening behavior, fracture mecanics
  1. Miki, T., Matsutani, K. and Miyagawa, Y.: Evaluation of Crack Propagation in ASR Damaged Concrete Based on Image Analysis, Proceedings of 8th Conference on Fracture Mechanics of Concrete and Concrete Structures, pp.1787-1794, 2013.3
  2. Matsutani, K., Miyagawa, Y. and Miki, T.: Study on Tension Softening Behavior of Concrete Cracked Due to Alkali-Silica Reaction, Journal of JCI, Vol.35, No.2, pp.91-96, 2013
  3. Tsukahara, H. and Miki, T.: Experimental Study on Tension Softening Behavior of Concrete Micro-Cracked Due to ASR, Proceedings of the Concrete Structure Scenarios, JSMS, Vol.15, pp.523-528, 2015
  4. Miki, T., Matsutani, K. and Tsukahara, H.: Tension Softening Behavior of ASR Damaged Concrete Detected by Image Analysis, Proceedings of 5th International Conference on Construction Materials (CONMAT'15), Vol.5, pp.2260-2269, 2015
  5. Miki, T., Matsutani, K. and Tsukahara, H.: Crack Propagation in ASR Damaged Concrete Detected by Image Analysis, Proceedings of 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-9), Vol.9, pp.1-7, 2016

Precast and Prestressed Concrete Structural Components
Evaluation of concrete stress in prestressed concrete
  1. Miki, D. and Miki, T.: Experimental Study on Measurement of Prestressing Force by means of Stress Concentration around a Circular Hole, Journal of JCI, Vol.37, No.2, pp.397-402, 2015
  2. Miki, D. and Miki, T.: Fundamental Investigation on Measurement of Internal Stress of Concrete by means of Stress Concentration around a Circular Hole, Proceedings of Symposium of Development of Prestressed Concrete, Vol.23, pp.435-440, 2014.10
  3. Miki, T. and Nur Izyan Syazwani binti Julkifli: Newly Development for Micro Expansion Jack to Measure the Compressive Stress in Concrete, Proceedings of Symposium of Development of Prestressed Concrete, Vol.22, pp.323-328, 2013
PRC crack width under cyclic loading
  1. Miki, T. and Nakano, M.: Fundamental Study on Accumulation of Residual Crack in the PRC Beams under Repeated Loading of Low Number Cycles, Proceedings of Symposium of Development of Prestressed Concrete, Vol.21, pp.389-392, 2012.10

Fiber reinforced concrete (FRC)
Shear capacity of high strength FRC Beams
  1. Miki, T., Kita, K., Oya, A. and Kono, K.: Experimental Study on Shear Capacity of High Strength Fiber Reinforced Concrete Beams, Proceedings of 9th RILEM International Symposium on Fiber Reinforced Concrete, Vol.9, pp.1-8 (Paper#178), 2016
  2. Miki, T., Kita, K. and Kono, K.: Experimental Study on Shrinkage in High Strength Fiber Reinforced Concrete Beams with Shear Reinforcement and its Effect on Shear Capacity, Journal of JCI, Vol.37, No.2, pp.571-576, 2015
  3. Miki, T., Kita, K. and Kono, K.: Experimental Investigation on Shrinkage in High Strength Fiber Reinforced Concrete and its Influence on Shear Capacity of the RC Beams having Shear Reinforcement, Proceedings of 10th Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures (CONCREEP-10), Vol.10, pp.738-744, 2015
Ultra-high strength fiber reinforced concrete (UFC)
  1. Watnabe, D., Miki, T. and Kono, K.: Compressive Failure Mechanism of Ultra-High Strength Fiber Reinforced Concrete by using High Speed Camera, Proceedings of the Japan Concrete Institute, Vol.39, No.2, pp.433-438, 2017

Fracture Mechanics
Image analysis
  1. Miki, T. and Hayashi, D.: Measurement of the Strain Distribution of Concrete Subjected to Localized Compression by Using Image Correlation Method, Memoirs of Construction Engineering Research Institute Foundation, Vol.52, pp.53-60, 2010.11
  2. Watanabe, K., Higashi, H., Miki, T. and Niwa, J.: Real-time Image Analyzing System for Loading Tests of Structural Concrete, Doboku Gakkai Ronbunshuu E, JSCE, Vol.66, No.1, pp.94-106, 2010.3

Seismic Damage Evaluation
based on 3D lattice model analysis
  1. Simao, R.M. and Miki, T.: Cumulative Seismic Damage Assessment in Circular RC Columns using Multi-Directional Polygonal 3D Lattice Model, Proceedings of 11th fib International PhD Symposium in Civil Engineering, Vol.11, pp.517-524, 2016
  2. Simao, R.M. and Miki, T.: Dynamic Analysis for RC Columns with Circular Cross Section using Multi-Directional Polygonal 3D Lattice Model, Proceedings of the Japan Concrete Institute, Vol.37, No.2, pp.757-762, 2015
  3. Simao, R.M. and Miki, T.: Damage Evaluation of RC Columns Subjected to Seismic Loading by Energy Dissipation Using 3D Lattice Model, Proceedings of 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2015), Vol.4, pp.983-991, 2015

Tsunami Wave Force Analysis
  1. Miki, T. and Nakayama, A: Evaluation of Tsunami Wave Force Subjected to Simply Supported Concrete Girder Bridges based on Numerical Simulation, Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics), Vol.68, No.2, pp.I_505-I_512, 2012

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