Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Tamara Al-Bittar"'
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 43:2667-2686
Autor:
D. Youssef Abdelmassih, E. El Haber, Tamara Al-Bittar, Cécile Cornou, Denis Jongmans, Fernando Lopez-Caballero
Publikováno v:
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering, 2019, 123, pp.75-90. ⟨10.1016/j.soildyn.2019.04.014⟩
Soil Dynamics and Earthquake Engineering, Elsevier, 2019, 123, pp.75-90. ⟨10.1016/j.soildyn.2019.04.014⟩
Soil Dynamics and Earthquake Engineering, 2019, 123, pp.75-90. ⟨10.1016/j.soildyn.2019.04.014⟩
Soil Dynamics and Earthquake Engineering, Elsevier, 2019, 123, pp.75-90. ⟨10.1016/j.soildyn.2019.04.014⟩
Spatial variability of earthquake ground motion (SVEGM) refers to the differences in amplitude and phase between recordings of the same earthquake at different locations. In the near-surface, geological processes (sedimentation, erosion) and anthropo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::40c1048682e0be86664f036ba3856b6f
https://hal.science/hal-02126090
https://hal.science/hal-02126090
Autor:
E. El Haber, D. Youssef Abdelmassih, Cécile Cornou, Denis Jongmans, Tamara Al-Bittar, Fernando Lopez-Caballero
Publikováno v:
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering, Elsevier, 2021, 145, pp.106689. ⟨10.1016/j.soildyn.2021.106689⟩
Soil Dynamics and Earthquake Engineering, Elsevier, 2021, 145, pp.106689. ⟨10.1016/j.soildyn.2021.106689⟩
The spatial incoherence of ground motion during an earthquake can have a significant effect on the dynamic response of engineering structures such as bridges, dams, nuclear power plants and lifeline facilities. The main objective of this paper is to
Autor:
Abdul-Hamid Soubra, Tamara Al-Bittar
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 11:215-229
This paper presents a probabilistic analysis to compute the probability density function of the bearing capacity of a strip footing resting on a spatially varying rock mass. The rock is assumed to follow the generalised Hoek–Brown failure criterion
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 144
The probabilistic analysis of geotechnical structures presenting spatial variability in the soil properties is generally performed using Monte Carlo simulation (MCS) methodology. Despite be...
Autor:
Cécile Cornou, D. Youssef Abdelmassih, Tamara Al-Bittar, Denis Jongmans, E. El Haber, F. Loppez-Caballero
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics V.
Publikováno v:
Geo-Risk 2017.
Autor:
Abdul-Hamid Soubra, Tamara Al-Bittar
Publikováno v:
5th International Conference on Reliable Engineering Computing: Practical Applications and Practical Challenges
5th International Conference on Reliable Engineering Computing: Practical Applications and Practical Challenges, 2012, Brno, Czech Republic. ⟨10.1061/9780784480731.012⟩
5th International Conference on Reliable Engineering Computing: Practical Applications and Practical Challenges, 2012, Brno, Czech Republic. ⟨10.1061/9780784480731.012⟩
International audience; The sparse polynomial chaos expansion (SPCE) methodology is an efficient approach that deals with uncertainties propagation in case of high-dimensional problems (i.e. when a large number of random variables is involved). This
Autor:
Abdul-Hamid Soubra, Tamara Al-Bittar
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 38:1211-1230
SUMMARY The sparse polynomial chaos expansion (SPCE) methodology is an efficient approach that deals with uncertainties propagation in case of high-dimensional problems (i.e., when a large number of random variables is involved). This methodology sig
Publikováno v:
Computers and Geotechnics. 114:103107
This paper aims at computing the probability of failure of strip footings resting on a spatially varying soil and subjected to a vertical load. The active learning reliability method (called AK-IS) which is a combination of kriging metamodeling and i