Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
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
Unaxially loaded normal strength concrete spiral columns
Download
068529.pdf
Date
1997
Author
Yalduz, Feridun Cahit
Metadata
Show full item record
Item Usage Stats
68
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/10398
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Unbalanced split-plot designs
Oral, Ece; Güven, Bilgehan; Department of Statistics (2000)
Uninterruptable power supply a design approach.
Gündüz, Mustafa Asım; Department of Electrical Engineering (1978)
Unsteady one dimensional flow applications and internal ballistics
Tınaztepe, Tuğrul; Üçer, Ahmet Ş.; Akmandor, İ. Sinan; Department of Mechanical Engineering (1989)
Unsteady one dimensional groundwater flow in a non-uniform aquifer with various field boundary conditions
Polatel, Ceyda; Önder, Halil; Department of Civil Engineering (2000)
Unconstrained motion and constrained force and motion control of robots with flexible links
Kılıçaslan, Sinan; İder, Kemal; Department of Mechanical Engineering (2005)
New control methods are developed for the unconstrained motion and constrained force and motion control of flexible robots. The dynamic equations of the flexible robots are partitioned as pseudostatic equilibrium equations and deviations from them. The pseudostatic equilibrium considered here is defined as a hypothetical state where the tip point variables have their desired values while the modal variables are instantaneously constant. Then, the control torques for the pseudostatic equilibrium and for the ...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
F. C. Yalduz, “Unaxially loaded normal strength concrete spiral columns,” Middle East Technical University, 1997.