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
Effect of basin edge slope on the dynamic response of soil deposits
Date
2007-06-28
Author
Cılız, Serap
Özkan, M. Yener
Çetin, Kemal Önder
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
51
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/92760
Conference Name
4th International Conference on Earthquake Geotechnical Engineering
Collections
Department of Civil Engineering, Conference / Seminar
Suggestions
OpenMETU
Core
Effect of soil-bridge interaction on the distribution of live load effects among integral bridge components
Dicleli, Murat (2007-09-10)
Effect of Soil-Structure Interaction on the Seismic Response of Bridges with Isolation Bearings
Dicleli, Murat (null; 2009-10-02)
Effect of peak ground velocity on deformation demands for SDOF systems
Akkar, S; Ozen, O (Wiley, 2005-11-10)
The effect of peak ground velocity (PGV) on single-degree-of-freedom (SDOF) deformation demands and for certain ground-motion features is described by using a total of 60 soil site records with source-to-site distances less than 23 km and moment magnitudes between 5.5 and 7.6. The observations based on these records indicate that PGV correlates well with the earthquake magnitude and provides useful information about the ground-motion frequency content and strong-motion duration that can play a role on the s...
Effect of soil bridge interaction on the distribution of live load effects among integral bridge components
Erhan, S.; Dicleli, Murat (2010-07-15)
In this study, the effect of soil-bridge interaction on the magnitude of the internal forces in integral bridge (IB) components due to live load effects is studied. For this purpose, structural models of typical IBs are built by including and excluding the effect of backfill and foundation soil. The analyses of the models are then conducted under AASHTO live load. In the analyses, the effects of the backfill and foundation soil on the magnitude of the internal forces in IB components are studied for various...
Effect of foundation rigidity on contact stress distribution in soils with variable strength / deformation properties
Çekinmez, Zeynep; Erol, Orhan; Department of Civil Engineering (2010)
In this study, a typical mat foundation and structural loading pattern is considered. Three dimensional finite element analyses, PLAXIS 3D, is performed to determine the soil / foundation contact stress distribution, settlement distribution, distribution of modulus of subgrade reaction as a function of column spacing, stiffness of the soil and thickness of the foundation. A parametric study is performed to demonstrate the dependence of those distributions on various parameters. Moreover, a relationship betw...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
S. Cılız, M. Y. Özkan, and K. Ö. Çetin, “Effect of basin edge slope on the dynamic response of soil deposits,” presented at the 4th International Conference on Earthquake Geotechnical Engineering, Thessaloniki, Yunanistan, 2007, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/92760.
