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Toshiaki NANAZAWA

Development of partial factor design method on bearing capacity of pile foundations for Japanese Specifications for Highway Bridges
2019 · Toshiaki Nanazawa, Tetsuya Kouno, et al. · Georisk Assessment and Management of Risk for Engineered Systems and Geohazards · 16
Development of partial factor design method on bending strength of piles for Japanese Specifications for Highway Bridges
2019 · Toshiaki Nanazawa, Tetsuya Kouno, et al. · Georisk Assessment and Management of Risk for Engineered Systems and Geohazards · 5
Development of a Seismic-Performance Assessment Method and Retrofitting Technology Against the Liquefaction of Existing Bridges
2019 · Michio Ohsumi, Toshiaki Nanazawa, et al. · Journal of Disaster Research · 2
Improvement of Deformation Modulus Estimation Considering Soil Investigation Types and Strain Level
2017 · Yu OTAKE, Toshiaki NANAZAWA, et al. · Journal of Japan Society of Civil Engineers Ser C (Geosphere Engineering) · 2
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Evaluation of Ultimate Strength and Ductility of Electric Resistance Welded Pipes With Large Slenderness Ratio Under Compressive Axial Force and Bending Moment
2025 · Hitoshi OZOE, Toshiaki NANAZAWA, et al. · Japanese Journal of JSCE · 1
Approach to the design and experimental study on integral abutment bridges for Japanese highways
2014 · Y. Wada, T. Nanazawa, et al. · CRC Press eBooks · 1
Survey on river characteristics of existing bridge foundation that are susceptible to damage
2021 · Hiroki Shimada, Toshiaki Nanazawa, et al. · Japan Society of Civil Engineers eBooks
Study on seismic design methods for large culvert using the response displacement method
2021 · Takayoshi Okazaki, Hirokazu Ito, et al. · Japan Society of Civil Engineers eBooks
Analysis of deterioration tendency of regular inspection results for sheds, etc.
2021 · M. Taniguchi, Toshiaki Nanazawa, et al. · Japan Society of Civil Engineers eBooks
Study on Management method corresponding to required performance for cut slope and embankment
2020 · Toshiaki Nanazawa, Fujiyama Kazuo, et al.
地盤調査と施工に係る不確実性を考慮した道路橋杭基礎の部分係数設計法に関する研究
2020 · Nanazawa, Toshiaki, 七澤, 利明 · Institutional Repositories DataBase (IRDB)
Analysis for Deterioration Characteristics of Road Sheds and Road Culverts Based on Survival Analysis
2019 · Fumi MIYAHARA, Toshiaki NANAZAWA · Journal of Japan Society of Civil Engineers Ser F4 (Construction and Management)
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Experimental Study on Resistance Mechanism of Stud and Bearing at Steel Girder Embedded Corner on Jointless Abutment Bridges for Japanese Highways
2017 · Yoshinori WADA, Toshiaki NANAZAWA, et al. · Journal of Japan Society of Civil Engineers Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE))
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Improvement of Subgrade Reaction Estimation Considering Deformation Level and Strain Level
2017 · Yu OTAKE, Toshiaki NANAZAWA, et al. · Journal of Japan Society of Civil Engineers Ser C (Geosphere Engineering)
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橋台部ジョイントレス構造における鋼-コンクリート接合構造の設計・施工手法に関する共同研究報告書(その2)
2017 · Toshiaki Nanazawa, Wada Keisen, et al.
Proposal of Design Method for Batter Pile Foundation on Soft Clay Occurring Consolidation
2016 · Tetsuya KOUNO, Hiroyuki TANAKA, et al. · Journal of Japan Society of Civil Engineers Ser C (Geosphere Engineering)
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The excitation experiment results and the centrifugal shaking test results from non-destructive testing of existing timber pile foundations
2014 · Tetsuya Kohno, Toshiaki Nanazawa, et al. · CRC Press eBooks
Bearing Capacity Characteristic After Large Deformation of Actual Piles Constructed by Pre-boring
2014 · Mitsuaki KITAURA, Tetsuya KOHNO, et al. · Journal of Japan Society of Civil Engineers Ser C (Geosphere Engineering)
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Exposure Test Results for Underground Structures Damaged by Asr
2013 · Takesuke Kohno, Toshiaki Nanazawa, et al. · Hokkaido University Collection of Scholarly and Academic Papers (Hokkaido University)
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Research on Lateral Resistance Characteristics of Pile Foundation supported on Contact Column Type Cement-Treated Ground
2013 · Shunsuke TANIMOTO, Tetsuya KOUNO, et al. · Japanese Geotechnical Journal
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Works count: 22
Citation count: 27
H-index: 2
I10-index: 1
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