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
Stress comparison of flat slabs by finite element method.
Date
1975
Author
Guvenen, Haldun
Metadata
Show full item record
Item Usage Stats
86
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/4401
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Stress-strain behaviour of randomly distributed, discrete fiber and mesh reinforced sand.
Uysal, Cem; Erol, A. Orhan; Department of Civil Engineering (1993)
Stress analysis in welded butt joints.
Aydın, Erol; Department of Mechanical Engineering (1989)
Stress Scaling Factors for Seismic Soil Liquefaction Engineering Problems: A Performance-Based Approach
Çetin, Kemal Önder; Bilge, Habib Tolga (2013-06-19)
Most of the widely used seismic soil liquefaction triggering methods propose cyclic resistance ratio (CRR) values valid at the reference normal effective stress (sigma(v,0)') of one atmosphere and zero static shear stress (tau(st,0)) states. Then, a series of correction factors are applied on this reference CRR, for the purpose of assessing the variability due to normal effective and static shear stress states (i.e. K-sigma and K-alpha corrections) acting on the horizontal plane. In the literature, a number...
Stress resultants for wind girders in open-top cylindrical steel tanks
Zeybek, Ozer; Topkaya, Cem; Rotter, J. Michael (Elsevier BV, 2019-10-01)
Empty open-top cylindrical steel tanks are susceptible to buckling when subjected to external pressure due to wind or partial vacuum due to blocked vents. A "wind girder" is commonly used at the top of the tank wall to increase its strength against external pressure instability. The wind pressure varies around the circumference of the tank, but is relatively constant up its height. A series of cosine functions is typically used to describe the variation of wind pressure around the circumference. Expressions...
Stress analysis in welded lap joints
Yazıcı, Şaban; Yahşi, Selçuk; Department of Mechanical Engineering (1990)
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
H. Guvenen, “Stress comparison of flat slabs by finite element method.,” Middle East Technical University, 1975.