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研究成果
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Scopus著者プロファイル
鈴木 敦詞
助教
工学研究科・都市・建築学専攻
h-index
81
被引用数
6
h 指数
Pureの文献数とScopusの被引用数に基づいて算出されます
2016
2023
年別の研究成果
概要
フィンガープリント
ネットワーク
研究成果
(17)
類似のプロファイル
(6)
Pureに変更を加えた場合、すぐここに表示されます。
研究成果
年別の研究成果
2016
2020
2021
2022
2023
15
Article
2
Conference contribution
年別の研究成果
年別の研究成果
15 件
出版年、タイトル
(降順)
出版年、タイトル
(昇順)
タイトル
タイプ
フィルター
Article
検索結果
2023
Estimation of ultimate capacities of Moment-Resisting Frame's subassemblies with Mid-Storey Pin connection based on elastoplastic local buckling
Fujak, S. M.
,
Suzuki, A.
&
Kimura, Y.
,
2023 2月
,
In:
Structures.
48
,
p. 410-426
17 p.
研究成果
:
Article
›
査読
Resisting Moment
100%
Local Buckling
100%
Estimation
100%
Columns (Structural)
100%
Experimental Result
50%
2022
Estimation of elastoplastic local buckling capacities and novel classification of I-beams based on beam's elastic local buckling strength
Fujak, S. M.
,
Kimura, Y.
&
Suzuki, A.
,
2022 5月
,
In:
Structures.
39
,
p. 765-781
17 p.
研究成果
:
Article
›
査読
Local Buckling
100%
Beam
37%
Research
25%
Classification
25%
Buckling Load
12%
1
被引用数 (Scopus)
Identifying damage mechanisms of gymnasium structure damaged by the 2011 Tohoku earthquake based on biaxial excitation
Suzuki, A.
,
Fujita, T.
&
Kimura, Y.
,
2022 1月
,
In:
Structures.
35
,
p. 1321-1338
18 p.
研究成果
:
Article
›
査読
Open Access
Column Base
100%
Seismic Response
75%
Structural Damage
50%
Gymnasiums
50%
Column Top
50%
2
被引用数 (Scopus)
勾配曲げモーメントを受ける連続補剛 H 形鋼梁の弾塑性横座屈挙動に及ぼす柱の捩り抵抗による拘束効果
Kimura, Y.
,
Sato, Y.
&
Suzuki, A.
,
2022
,
In:
Journal of Structural and Construction Engineering.
87
,
793
,
p. 316-327
12 p.
研究成果
:
Article
›
査読
Open Access
Beam
100%
Lateral Buckling
60%
Buckling Behavior
40%
Columns (Structural)
40%
Rotational
20%
1
被引用数 (Scopus)
2021
Cyclic Behavior of Perfobond-Shear Connectors Subjected to Fully Reversed Cyclic Loading
Suzuki, A.
,
Abe, K.
,
Suzuki, K.
&
Kimura, Y.
,
2021 3月 1
,
In:
Journal of Structural Engineering (United States).
147
,
3
, 04020355.
研究成果
:
Article
›
査読
Shear Connector
100%
Stress Transfer
50%
Cyclic Loading
33%
Shear Strength
33%
Cyclic Stress
33%
13
被引用数 (Scopus)
Elastic local buckling strength of I-beam cantilevers subjected to bending moment and shear force based on flange–web interaction
Kimura, Y.
,
Fujak, S. M.
&
Suzuki, A.
,
2021 5月
,
In:
Thin-Walled Structures.
162
, 107633.
研究成果
:
Article
›
査読
Open Access
Buckling Strength
100%
Beam
75%
Local Buckling
50%
Boundary Condition
25%
Shear Force
25%
4
被引用数 (Scopus)
Mechanical performance of stud connection in steel-concrete composite beam under reversed stress
Suzuki, A.
&
Kimura, Y.
,
2021 12月 15
,
In:
Engineering Structures.
249
, 113338.
研究成果
:
Article
›
査読
Finite Element Methods
100%
Mechanical Performance
50%
Composite Beam
50%
Models
50%
Mechanical Strength
50%
6
被引用数 (Scopus)
Ultimate shear strength of perfobond shear connectors subjected to fully reversed cyclic loading
Suzuki, A.
,
Suzuki, K.
&
Kimura, Y.
,
2021 12月 1
,
In:
Engineering Structures.
248
, 113240.
研究成果
:
Article
›
査読
Shear Connector
100%
Shear Strength
66%
Cyclic Stress
33%
Stress Transfer
33%
Research
33%
9
被引用数 (Scopus)
2020
An appraisal of compressive strength of concrete incorporated with chemically different fly ashes
Suzuki, A.
,
Pushpalal, D.
&
Kashima, H.
,
2020
,
In:
Open Civil Engineering Journal.
14
,
1
,
p. 188-199
12 p.
研究成果
:
Article
›
査読
Open Access
Calcium
100%
Compressive Strength
75%
Mechanical Strength
62%
Research
37%
Physical Property
25%
1
被引用数 (Scopus)
A new methodology for measuring tsunami resilience using theory of springs
Pushpalal, D.
&
Suzuki, A.
,
2020 11月
,
In:
Geosciences (Switzerland).
10
,
11
,
p. 1-10
10 p.
, 469.
研究成果
:
Article
›
査読
Open Access
Resilience
100%
Mathematical Model
75%
Tsunami
50%
Area
37%
Elasticity
25%
2
被引用数 (Scopus)
Restraint Performance of Stud Connection during Lateral-Torsional Buckling under Synchronized In-Plane Displacement and Out-of-Plane Rotation
Suzuki, A.
,
Abe, K.
&
Kimura, Y.
,
2020 4月 1
,
In:
Journal of Structural Engineering (United States).
146
,
4
, 04020029.
研究成果
:
Article
›
査読
Concrete Slab
100%
Lateral-Torsional Buckling
75%
Plane Rotation
50%
In-Plane Displacement
50%
Steel Beam
50%
5
被引用数 (Scopus)
Rotation Capacity of I-Shaped Beams under Alternating Axial Forces Based on Buckling-Mode Transitions
Suzuki, A.
,
Kimura, Y.
&
Kasai, K.
,
2020 6月 1
,
In:
Journal of Structural Engineering (United States).
146
,
6
, 04020089.
研究成果
:
Article
›
査読
Beam
100%
Axial Force
50%
Buckling Mode
40%
Rotation
40%
Local Buckling
30%
7
被引用数 (Scopus)
2019
Cyclic Behavior of Component Model of Composite Beam Subjected to Fully Reversed Cyclic Loading
Suzuki, A.
&
Kimura, Y.
,
2019 4月 1
,
In:
Journal of Structural Engineering (United States).
145
,
4
, 04019015.
研究成果
:
Article
›
査読
Compressive Stress
100%
Cyclic Loading
100%
Shear Strength
100%
Composite Beam
100%
Component Model
100%
15
被引用数 (Scopus)
2018
Plastic deformation capacity of h-shaped beams collapse with combined buckling under reversed axial forces
Suzuki, A.
,
Kimura, Y.
&
Kasai, K.
,
2018 2月
,
In:
Journal of Structural and Construction Engineering.
83
,
744
,
p. 297-307
11 p.
研究成果
:
Article
›
査読
Beam
100%
Plastic Deformation
100%
Axial Force
66%
Local Buckling
66%
Evaluation
66%
8
被引用数 (Scopus)
2016
Estimation of plastic deformation capacity for H-shaped beams on local buckling under compressive and tensile forces
Kimura, Y.
,
Suzuki, A.
&
Kasai, K.
,
2016 12月 1
,
In:
Journal of Structural and Construction Engineering.
81
,
730
,
p. 2133-2142
10 p.
研究成果
:
Article
›
査読
Beam
100%
Plastic Deformation
100%
Tensile Force
75%
Compressive Force
75%
Local Buckling
50%
7
被引用数 (Scopus)