Tetsuya Mishima
- (1992): Localized Deformational Behavior Of A Crack In RC Plates Subjected To Reversed Cyclic Loads. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 442 (Februar 1992).
- (1992): The Analytical Approach To The Effect of Cyclic Loading On The Reduced Shear Stiffness of RC Crack Planes. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 442 (Februar 1992).
- (1992): Discrete Crack Finite Element Analysis Of Reinforced Concrete Structures Subjected To Alternate Force And Thermal Load. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 442 (Februar 1992).
- (1992): A Development of a RC Discrete Crack Model Under Reversed Cyclic Loads and a Verification of Its Applicable Range. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 442 (Februar 1992).
- (1992): A Development Of Constituent Material Models For A Reinforced Concrete Discrete Crack. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 442 (Februar 1992).
- (1996): Evaluation Of Shear Carrying Capacity Of Concrete Beams Reinforced With Frp Rods By The Lattice Model. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 538 (Mai 1996).
- (1997): A Study Of Shear Resisting Behavior On Concrete Beams Reinforced With Steel And/or Frp Rods. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 557 (Februar 1997).
- (1998): Experimental Study On Anchorage Method Of Footing For Power Transmission Tower Using Embedded Steel Anchor. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 606 ( 1998).
- (1998): Experimental Study On Effect Of Plate Anchorage Reinforcement On RC Member. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 592 (Mai 1998).
- (2002): Shear Failure And Numerical Performance Evaluation Of RC Beam Members With High Strength Materials. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 697 (Februar 2002).
- (2003): Study On Anchorage Method Of Single Pile Supported Footing For Power Transmission Tower Using Embedded Steel Anchor. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 732 (Mai 2003).
- (2003): Study On Punching Shear Capacity Of Anchorage Between Power Transmission Tower Leg And Four-piles-supported Footing Or Spread Foundation Under Push-in Load. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 739 (August 2003).
- (2010): Open-slip coupled model for simulating three-dimensional bond behavior of reinforcing bars in concrete. In: Computers and Concrete, v. 7, n. 5 (Oktober 2010).
- (2011): Three-dimensional Nonlinear Bond Model incorporating Transverse Action in Corroded RC Members. In: Journal of Advanced Concrete Technology, v. 9, n. 1 ( 2011).
- (2006): Three-Dimensional Fatigue Simulation of RC Slabs under Traveling Wheel-Type Loads. In: Journal of Advanced Concrete Technology, v. 4, n. 3 ( 2006).
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