Hidenori Morikawa
- An Analytical Study On The Behavior of Reinforced Concrete Beams Under Impulsive Load. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1985, n. 360 (August 1985). (1985):
- Sensitivity Analysis Of Dynamic Behavior In Existing Concrete Bridges And Its Application To Damage Detection. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 442 (February 1992). (1992):
- Ultimate Strength And Failure Mechanism Of The RC Arch Bridge. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 472 ( 1993). (1993):
- Structural Safety Evaluation Of Concrete Bridges Based On Uncertainty Analysis Using Statistical Data. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 472 ( 1993). (1993):
- Damage Evaluation Of Concrete Bridges Based On Modal Parameters Considering Non-proportional Damping. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 490 (May 1994). (1994):
- Structural Safety Evaluation And Remaining Life Prediction Of Concrete Bridges Based On Statistical Analysis. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 502 (November 1994). (1994):
- Development And Practical Application Of Neuro-fuzzy Expert System For Serviceability Assessment Of Concrete Bridges. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 510 (March 1995). (1995):
- Evaluation Of Delamination Characteristic On RC Beams Bonded With Cfrp Sheet And Application To Smeared Crack Type Fem Analysis. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 802 ( 2005). (2005):
- Dynamic behaviour in existing concrete bridges and damage detection. Presented at: IABSE Colloquium: Remaining Structural Capacity, Copenhagen, Denmark, 1993. (1993):
- Field testing and safety evaluation of concrete bridges. Presented at: IABSE Colloquium: Remaining Structural Capacity, Copenhagen, Denmark, 1993. (1993):
- Experimental and analytical investigations of bonding ultrahigh strength fibre concrete panels on reinforced concrete structures with low concrete strength. In: Magazine of Concrete Research, v. 67, n. 24 (December 2015). (2015):
- Shear strengthening of RC beams using ultra-high-strength fibre-reinforced concrete panels. In: Magazine of Concrete Research, v. 67, n. 13 (July 2015). (2015):