Scholarly record
THE USE OF STOCHASTIC SIMULATION METHOD LATIN HYPERCUBE SAMPLING IN THE STUDY OF THE RESPONSE OF SOIL EXPOSED TO DYNAMIC LOAD
Publication Impact Profile
Publication details
References13
Kirzhner, F.; Rosenhouse, G. ; Zimmels, Y. Attenuation of noise and vibration caused by underground trains, using soil replacement. Tunnelling and Underground Space Technology. 2006, Volume 21, Issue 5, pp. 561-567, ISSN 0886-7798 [online].
Kogut, J.; Lombaert, G.; François, S.; Degrande, G.; Haegeman, W.; Karl, L. High speed train induced vibrations: in-situ measurements and numerical modelling. In Proc. of the 10th Int. Conf. on Sound and Vibration . Stockholm, Sweden, 7-10 July 2003, pp. 1689-1696. Online: http://bwk.kuleuven.be/apps/bwm/papers/koguip03b.pdf
Verbraken, H.; Lombaert, G.; Degrande, G. Experimental and numerical prediction of railway induced vibration. Journal of Zhejiang University-Science A . 2012, Vol.13. Issue 11, pp. 802-813. ISSN 1862-1775 [online].
Stefanou, G. The stochastic finite element method: Past, present and future. Computer Methods in Applied Mechanics and Engineering . 2009, Vol. 198, Issues 9– 12, pp. 1031-1051. ISSN 0045-7825 [online].
Zhou, G.; Esaki, T.; Mitani, Y.; Xie, M.; Mori, J. Spatial probabilistic modeling of slope failure using an integrated GIS Monte Carlo simulation approach. Engineering Geology. 2003, Vol. 68, Issues 3– 4, pp. 373-386. ISSN 0013-7952 [online].
Luzi, L.; Pergalani, F.; Terlien, M.T.J. Slope vulnerability to earthquakes at subregional scale, using probabilistic techniques and geographic information systems. Engineering Geology. 2000, Vol. 58, Issues 3–4, pp.313-336. ISSN 0013-7952 [online].
Rajeev, P.; Tesfamariam. S. Seismic fragilities of non-ductile reinforced concrete frames with consideration of soil structure interaction. Soil Dynamics and Earthquake Engineering. 2012, Vol. 40, pp. 78-86. ISSN 0267-7261 [online].
Hrubesova, E.; Lunackova, B. Modelovani dynamickych vlivu odstrelu na napeto- deformacní stav svahoveho telesa. Transactions of the VŠB - Technical University of Ostrava. Construction Series. 2006, Vol. VI, No. 1, pp. 65-71. ISSN 1213-1962[online].
Petrik, T., Hrubesova, E. Vliv změny deformacniho modulu zeminy na sireni seizmickeho vlneni. Egrse. International Journal of Exploration Geophysics, Remote Sensing and Environment. 2012, Vol.19, No.2, pp.75-83. ISSN 1803-1447 [online].
Aldorf, J.; Hrubesova, E.; Duris, L. Possibilities of application of LHS method to the modelling of tunnel stability. Spolehlivost konstrukci : sboriík referatu IV. rocniku celostatni konference se zahranicni ucasti . Ostrava 23.-24. 4. 2003, Dum techniky, pp. 173-178. ISBN 80-02- 01551-7.
Cajka, R., Krivy, V.; Sekanina, D. Design and Development of a Testing Device for Experimental Measurements of Foundation Slabs on the Subsoil. Transactions of the VŠB - Technical University of Ostrava: Construction Series, 2011, Vol. XI, No.1, pp. 1- 10, ISSN 1804-4824 [online].
Petrik,T., Lednicka, M., Kalab, Z.; Hrubesova, E. Analysis of Technical Seismicity in the Vicinity of Reconstructed Road. Transactions of the VŠB - Technical University of Ostrava. Construction Series.2012, Vol. XII, No.1, pp. 1-10. ISSN 1213-1962.
Petrik, T., Hrubesova, E., Stolarik, M.; Pinka, M. Parametric Study on the Effects of Soil to Oscillation Velocity. Transactions of the VSB - Technical University of Ostrava. Construction Series. 2012 XII, No. 2, pp. 1-10. ISSN 1804-4824 [online].
View or Download full articleAccess options
SWS access login
Login as SWS Scientific CommitteeLogin as SWS Scientific PartnerLogin as SWS AuthorAuthors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.
For librarian assistance: [email protected]
Purchase Instant Access
- Article can be downloaded after successful payment.
- Article may be used according to SWS library access terms.
- Article cannot be redistributed.
