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
Linear construction planning technique
Download
006745.pdf
Date
1989
Author
Çaka, Hakan
Metadata
Show full item record
Item Usage Stats
27
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/7105
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Linear recurring sequences
Çakçak, Ahmet Emrah; Akyıldız, Ersan; Department of Mathematics (1997)
Linear model identification for rotorcraft using adaptive learning
Gursoy, Gonenc; Aslandogan, Ongun Hazar; Yavrucuk, İlkay (2021-01-01)
All rights reserved.Convergence to a unique identification result with an optimum model structure is a goal in rotorcraft system identification. Whether using time domain or frequency domain methods, achievement of this target requires additional tools, startup procedures/algorithms or a-priori information about the plant. In this paper, an adaptive learning based methodology is proposed to improve parameter convergence. The bounded convergence is guaranteed and robust to initial conditions even when there...
Nonlinear viscoelastic material property estimation for lower extremity residual limbs
Tönük, Ergin (null; 1999-12-01)
Human soft tissue is known to exhibit a nonlinear stress-strain relationship, as well as time dependent behavior such as creep and relaxation. The ability of computer models to simulate the response of lower extremity soft tissue loading is dependent on how well the tissue material properties approximate actual tissue behavior. Axisymmetric finite element models of residual limb soft tissue in the vicinity of an indentor test site were constructed to estimate parameters of a viscoelastic material formulatio...
Discrete fracture network modeling in Alaşehir geothermal field
Aydın, Hakkı; Akın, Serhat; Department of Petroleum and Natural Gas Engineering (2018)
Understanding of fractures network and fracture characteristic properties is essential for an effective geothermal reservoir management. Discrete Fracture Network (DFN) is one of the widely used approach to characterize fractured reservoirs. DFN modeling approach uses fracture geometry, conductivity and connectivity to create a fracture network. In this study, DFN modeling is used to characterize Alaşehir geothermal reservoir, which consists from heavily fractured marble and schist. Fracture parameters such...
Discrete fracture network modeling in a carbon dioxide flooded heavy oil reservoir
Shiriyev, Javid; Akın, Serhat; Department of Petroleum and Natural Gas Engineering (2014)
Fracture analysis is crucial because of their abundance in reservoirs and can have a strong effect on fluid flow patterns. Accordingly, Discrete Fracture Network (DFN) model is an efficient alternative approach to modeling fractured reservoirs and it is a special tool that considers fluid flow and transport processes in fractured rock masses through a system of connected fractures. Unlike Dual Porosity Model, where a continuum approach is applied, DFN uses detailed information about fracture and fracture co...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
H. Çaka, “Linear construction planning technique,” Middle East Technical University, 1989.