Hidenori Morikawa
- (1985): 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).
- (1992): 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 (Februar 1992).
- (1993): 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).
- (1994): 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 (Mai 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).
- (1995): 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 (März 1995).
- (2005): 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).
- (1993): Dynamic behaviour in existing concrete bridges and damage detection. Vorgetragen bei: IABSE Colloquium: Remaining Structural Capacity, Copenhagen, Denmark, 1993.
- (1993): Field testing and safety evaluation of concrete bridges. Vorgetragen bei: IABSE Colloquium: Remaining Structural Capacity, Copenhagen, Denmark, 1993.
- (2015): 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 (Dezember 2015).
- (2015): Shear strengthening of RC beams using ultra-high-strength fibre-reinforced concrete panels. In: Magazine of Concrete Research, v. 67, n. 13 (Juli 2015).
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