Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Effect of unbalanced earth pressure forces on the safety margins of semi-embedded buildings.
Date
1993
Author
Tonguç, Yüksel İlkay
Metadata
Show full item record
Item Usage Stats
44
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/10180
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Effect of seismically induced loads on low cycle fatigue in steel H piles of integral bridges
Dicleli, Murat (null; 2011-10-11)
Effect of Steady and Transient Wind Shear on the Wake Structure and Performance of a Horizontal Axis Wind Turbine Rotor
Tonkal, Ozan Çağrı; Pehlivan, Sercan; Sezer Uzol, Nilay; İşler, Veysi (2009-01-08)
Effect of steady and transient wind shear on the wake structure and performance of a horizontal axis wind turbine rotor
SEZER UZOL, NİLAY; Uzol, Oğuz (2013-01-01)
This paper presents an investigation of the effect of steady and transient free-stream wind shear on the wake structure and performance characteristics of a horizontal axis wind turbine rotor. A new three-dimensional unsteady vortex-panel method potential flow solver based on a free-vortex wake methodology, AeroSIM+, is used for this purpose. The code is validated using the experimental data from the National Renewable Energy Laboratory Unsteady Aerodynamics Experiments. The effects of vortex core model, co...
Effect of steady and transient wind shear on the wake structure and performance of a horizontal axis wind turbine rotor
Sezer Uzol, Nilay; Uzol, Oğuz (2009-12-01)
This paper presents an investigation of the effect of steady and transient freestream wind shear on the wake structure and performance characteristics of a horizontal axis wind turbine rotor. A new 3-D unsteady vortex-panel method potential flow solver based on a free-vortex-wake methodology, AeroSIM, is used for this purpose. The code is validated using the experimental data from the NREL UAE experiments, as well as checked against the theoretical models developed by previous researchers. Three-different i...
Effect of wave grouping, spectral shape and exreme waves in a wave train on the stability of rubble mound breakwaters
Özbahçeci Öztunalı, Bergüzar; Ergin, Ayşen; Department of Civil Engineering (2004)
There are some empirical formulas used in the design of rubble mound breakwaters to find the weight of armour layer stone. The effect of wave grouping and spectral shape could not put into these design formulas since their effects are still under question. The influences of wave groups and spectral shape on the stability of rubble mound breakwaters have been investigated by several researchers up to now. However, results were not conclusive in these researches, where different wave grouping and spectral sha...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
Y. İ. Tonguç, “Effect of unbalanced earth pressure forces on the safety margins of semi-embedded buildings.,” Middle East Technical University, 1993.