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T
T. Triantafyllidis
Ruhr-Universität Bochum
19
H指数
77
论文数
1.5K
被引数
0
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27
发表时间
发表时间
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被引数
Constitutive modelling of crushable soil behaviour by conjugating hyperelasticity and bounding surface plasticity: from theory to application
通过耦合超弹性与边界曲面塑性理论对可压缩土行为的本构建模:从理论到应用
Geotechnique
IF
5.2
2025-09-15
0
PRE
AI
N. Irani; M. Tafili; M. Salimi; T. Wichtmann; T. Triantafyllidis
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Inspection of a high-cycle accumulation model for sand based on recalculations of a full-scale test on a gravity base foundation for offshore wind turbines
基于海上风力涡轮机重力基础的全尺寸试验的重新计算,检查了高循环堆积模型
COMPUTERS AND GEOTECHNICS
IF
6.2
2020-10-01
13
PRE
AI
Zachert, H.; Wichtmann, T.; Kudella, P.; Triantafyllidis, T.
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On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2020-04-01
26
PRE
AI
Wichtmann, T.; Steller, K.; Triantafyllidis, T.
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Correlations of the liquefaction resistance of sands in spreader dumps of lignite opencast mines with CPT tip resistance and shear wave velocity
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2019-09-01
10
PRE
AI
Wichtmann, T.; Kimmig, I.; Steller, K.; Triantafyllidis, T.; Back, M.; Dahmen, D.
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Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2019-09-01
67
PRE
AI
Wichtmann, T.; Fuentes, W.; Triantafyllidis, T.
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An experimental parametric study on the liquefaction resistance of sands in spreader dumps of lignite opencast mines
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2019-07-01
10
PRE
AI
Wichtmann, T.; Steller, K.; Triantafyllidis, T.; Back, M.; Dahmen, D.
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Predicting undrained static response of sand with non-plastic fines in terms of equivalent granular state parameter
ACTA GEOTECHNICA
IF
5.7
2019-03-05
43
PRE
AI
Porcino, D. D.; Diano, V; Triantafyllidis, T.; Wichtmann, T.
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On the influence of platy shell particles on the cumulative deformations in sand under drained high-cyclic loading
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2019-02-01
8
PRE
AI
Wichtmann, T.; Triantafyllidis, T.; Ziesmann, L.
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Seismic pressures on rigid cantilever walls retaining elastic continuously non-homogeneous soil: An exact solution (vol 82, pg 142, 2016)
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2018-12-01
0
PRE
AI
Vrettos, C.; Beskos, D. E.; Triantafyllidis, T.
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Strain accumulation due to packages of cycles with varying amplitude and/or average stress - On the bundling of cycles and the loss of the cyclic preloading memory
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2017-10-01
18
PRE
AI
Wichtmann, T.; Triantafyllidis, T.
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On correlations between dynamic (small-strain) and static (large-strain) stiffness moduli - An experimental investigation on 19 sands and gravels
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2017-07-01
21
PRE
AI
Wichtmann, T.; Kimmig, I.; Triantafyllidis, T.
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An analytical investigation of the effect of non-uniformity on the elastic moduli of granular media
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES
IF
3.8
2016-10-01
0
PRE
AI
Gerolymatou, E.; Triantafyllidis, T.
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Seismic pressures on rigid cantilever walls retaining elastic continuously non-homogeneous soil: An exact solution
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2016-03-01
40
PRE
AI
Vrettos, C.; Beskos, D. E.; Triantafyllidis, T.
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Seismic pressures on rigid cantilever walls retaining linear poroelastic soil: An exact solution
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2015-10-01
11
PRE
AI
Papagiannopoulos, G. A.; Beskos, D. E.; Triantafyllidis, T.
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Inspection of a high-cycle accumulation model for large numbers of cycles (N=2 million)
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2015-08-01
17
PRE
AI
Wichtmann, T.; Triantafyllidis, T.
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Torsional vibrations of a column of fine-grained material: A gradient elastic approach
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS
IF
6
2015-03-01
38
OA
AI
Polyzos, D.; Huber, G.; Mylonakis, G.; Triantafyllidis, T.; Papargyri-Beskou, S.; Beskos, D. E.
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Improved simplified calibration procedure for a high-cycle accumulation model
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2015-03-01
51
PRE
AI
Wichtmann, T.; Niemunis, A.; Triantafyllidis, T.
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On the influence of a non-cohesive fines content on small strain stiffness, modulus degradation and damping of quartz sand
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2015-02-01
129
PRE
AI
Wichtmann, T.; Navarrete Hernandez, M. A.; Triantafyllidis, T.
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Stress attractors predicted by a high-cycle accumulation model confirmed by undrained cyclic triaxial tests
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2015-02-01
8
PRE
AI
Wichtmann, T.; Triantafyllidis, T.
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Small-strain constrained elastic modulus of clean quartz sand with various grain size distribution
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF
4.6
2013-12-01
13
PRE
AI
Wichtmann, T.; Triantafyllidis, T.
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研究方向
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合作学者
合作期刊
D
D.E. Beskos
H 指数: 57 · 论文数: 387
G
George Mylonakis
H 指数: 38 · 论文数: 261
T
Torsten Wichtmann
H 指数: 37 · 论文数: 223
D
D. Polyzos
H 指数: 32 · 论文数: 148
A
Andrzej Niemunis
H 指数: 24 · 论文数: 80
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