Mitsuyoshi Akiyama 
- : Investigation of the time-dependent bearing capacities of concrete structures in different environments considering climate change. In: Structure and Infrastructure Engineering.
- (2024): Bayesian inference of the spatial distribution of steel corrosion in reinforced concrete structures using corrosion-induced crack width. In: Structural Safety, v. 111 (November 2024).
- (2024): Effects of spatial corrosion distribution and prestressing levels on the structural performance of deteriorated PC beams. In: Construction and Building Materials, v. 421 (March 2024).
- (2024): An analytical model for asymmetric wire breaking in unbonded prestressed single- and multi-strands. In: Structure and Infrastructure Engineering, v. 20, n. 9 (January 2024).
- (2024): Autonomous detection of steel corrosion spatial variability in reinforced concrete using X-ray technology and deep learning-based semantic segmentation. In: Automation in Construction, v. 158 (February 2024).
- (2024): IABSE Survey of Implemented Decision-making Models used by Public and Private Owners/Operators of Road- and Railway Infrastructures. In: Structural Engineering International, v. 34, n. 1 (February 2024).
- (2022): Investigating the Effects of Climate Change on Structural Actions. In: Structural Engineering International, v. 32, n. 4 (October 2022).
- (2022): Bridge maintenance, monitoring, management, risk, life-cycle performance and optimization. In: Structure and Infrastructure Engineering, v. 18, n. 10-11 (August 2022).
- (2022): Effects of galvanostatic and artificial chloride environment methods on the steel corrosion spatial variability and probabilistic flexural capacity of RC beams. In: Structure and Infrastructure Engineering, v. 18, n. 10-11 (August 2022).
- (2022): Framework for probabilistic tsunami hazard assessment considering the effects of sea-level rise due to climate change. In: Structural Safety, v. 94 (January 2022).
- (1999): Influence Of The Correlation Between Structural Variables On The Seismic Safety Of RC Bridge Pier. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 620 ( 1999).
- (2000): Evaluation Of Horizontal Seismic Coefficient For Cast In Place Pile Under The Consideration Of Uncertainties In Reinforced Concrete Bridge Systems. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 641 (February 2000).
- (2003): Calculation Method Of Ultimate Curvature Of RC And Src Section Based On Analytical Model For Axial Reinforcement Buckling And Its Application To Ductility Evaluation Of These Columns. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 725 ( 2003).
- (2004): Effect Of Transverse Reinforcement On Behavior Of High Strength Concrete Columns Under Concentric Compression And Its Modeling Of Stress-strain Relationship. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 753 (February 2004).
- (2005): Concentric Loading Test Of RC Columns With Normal- And High-strength Materials And Stress-strain Model For Confined Concrete Considering Compressive Fracture Energy. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 788 ( 2005).
- (2021): Effect of the interaction of corrosion pits among multiple tensile rebars on the reliability of RC structures: Experimental and numerical investigation. In: Structural Safety, v. 93 (November 2021).
- (2018): Life Cycle Cost Management of Concrete Structures. Presented at: IABSE Conference: Engineering the Past, to Meet the Needs of the Future, Copenhagen, Denmark, 25-27 June 2018.
- (2021): Framework for estimating the risk and resilience of road networks with bridges and embankments under both seismic and tsunami hazards. In: Structure and Infrastructure Engineering, v. 17, n. 4 (February 2021).
- (2020): Effects of concrete flow on the distribution and orientation of fibers and flexural behavior of steel fiber-reinforced self-compacting concrete beams. In: Construction and Building Materials, v. 262 (November 2020).
- (2020): Effect of the correlation of steel corrosion in the transverse direction between tensile rebars on the structural performance of RC beams. In: Construction and Building Materials, v. 264 (December 2020).
- (2020): Flexural behaviour of reinforced concrete beams repaired using a hybrid scheme with stainless steel rebars and CFRP sheets. In: Construction and Building Materials, v. 265 (December 2020).
- (2020): Bidirectional shaking table tests of a low‐cost friction sliding system with flat‐inclined surfaces. In: Earthquake Engineering and Structural Dynamics, v. 49, n. 8 (10 July 2020).
- (2020): LCC-based identification of geographical locations suitable for using stainless steel rebars in reinforced concrete girder bridges. In: Structure and Infrastructure Engineering, v. 16, n. 9 (December 2020).
- (2017): Experimental investigation of the spatial variability of the steel weight loss and corrosion cracking of reinforced concrete members: novel X-ray and digital image processing techniques. In: Structure and Infrastructure Engineering, v. 13, n. 1 (September 2017).
- (2017): Life-cycle of structural systems: design, assessment, maintenance and management. In: Structure and Infrastructure Engineering, v. 13, n. 1 (September 2017).
- (2012): Integration of the effects of airborne chlorides into reliability-based durability design of reinforced concrete structures in a marine environment. In: Structure and Infrastructure Engineering, v. 8, n. 2 (February 2012).
- (2011): Durability design of concrete structures in severe environments. In: Structure and Infrastructure Engineering, v. 7, n. 1-2 (January 2011).
- (2012): Flexural test of precast high-strength reinforced concrete pile prestressed with unbonded bars arranged at the center of the cross-section. In: Engineering Structures, v. 34 (January 2012).
- (2016): Assessment of the structural performance of corrosion-affected RC members based on experimental study and probabilistic modeling. In: Engineering Structures, v. 127 (November 2016).
- (2011): Ductility Evaluation of Concrete-Encased Steel Bridge Piers Subjected to Lateral Cyclic Loading. In: Journal of Bridge Engineering (ASCE), v. 16, n. 1 (January 2011).
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