EFFECTS OF LOADING ON STIFFNESS AND CAPACITY OF WIND TURBINE HYBRID FOUNDATION UNDER 1 G MODELING.
Ahmed Abdelkader, hesham el naggar
Dans les comptes rendus d’articles de la conférence: GeoQuébec 2015: 68th Canadian Geotechnical Conference & 7th Canadian Permafrost ConferenceSession: Foundations V / Fondations V
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Citer cet article:
Abdelkader, Ahmed, hesham el naggar, (2015) EFFECTS OF LOADING ON STIFFNESS AND CAPACITY OF WIND TURBINE HYBRID FOUNDATION UNDER 1 G MODELING. in GEO2015. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Abdelkader_GEO2015_753,
author = {{Abdelkader, Ahmed}, {hesham el naggar, }}
title = {EFFECTS OF LOADING ON STIFFNESS AND CAPACITY OF WIND TURBINE HYBRID FOUNDATION UNDER 1 G MODELING. }
booktitle = {Proceedings of the 68th Canadian Geotechnical Conference & 7th Canadian Permafrost Conference}
year = {2015}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
title = {EFFECTS OF LOADING ON STIFFNESS AND CAPACITY OF WIND TURBINE HYBRID FOUNDATION UNDER 1 G MODELING. }
booktitle = {Proceedings of the 68th Canadian Geotechnical Conference & 7th Canadian Permafrost Conference}
year = {2015}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }