Nonlinear Response Characteristics of Undersea Shield Tunnel Subjected to Strong Earthquake Motions.
- Published in:
- Journal of Earthquake Engineering, 2020, v. 24, n. 3, p. 351, doi. 10.1080/13632469.2018.1453416
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- Publication type:
- Article
Works matching AU Juang, Charng Hsein
Results: 8
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3D seismic response characteristics of a pile-mat-founded AP1000 nuclear-island building considering nonlinear hysteretic behavior of soil.
- Published in:
- Bulletin of Earthquake Engineering, 2022, v. 20, n. 13, p. 7077, doi. 10.1007/s10518-022-01483-z
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- Publication type:
- Article
3
Analytical model for uncertainty characterization of fracture intensity measurement in rock masses.
- Published in:
- Bulletin of Engineering Geology & the Environment, 2022, v. 81, n. 1, p. 1, doi. 10.1007/s10064-021-02526-6
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- Publication type:
- Article
4
Uncertainty of volume fraction in bimrock using the scan-line method and its application in the estimation of deformability parameters.
- Published in:
- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 4, p. 1651, doi. 10.1007/s10064-019-01635-7
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- Article
5
A stability analysis of a layered-soil slope based on random field.
- Published in:
- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 4, p. 2611, doi. 10.1007/s10064-018-1266-x
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- Publication type:
- Article
6
FAILURE MODES OF CIRCULAR TUNNELS IN A TRANSVERSELY ISOTROPIC ROCK MASS.
- Published in:
- Journal of GeoEngineering, 2022, v. 17, n. 1, p. 33, doi. 10.6310/jog.202203_17(1).4
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- Publication type:
- Article
7
Uncertainty propagation of soil property in dynamic site response under different site conditions.
- Published in:
- International Journal for Numerical & Analytical Methods in Geomechanics, 2023, v. 47, n. 9, p. 1521, doi. 10.1002/nag.3526
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- Publication type:
- Article
8
Integrating in-situ monitoring data and slope stability analysis for a new empirical slope failure warning criteria.
- Published in:
- Terrestrial, Atmospheric & Oceanic Sciences, 2021, v. 32, n. 2, p. 171, doi. 10.3319/TAO.2021.03.29.01
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- Article