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
Comparison of Structural Responses for a Base Isolated Building Under Real and Simulated Record
Date
2019-07-01
Author
Ozsarac, Volkan
Karim Zadeh Naghshineh, Shaghayegh
Askan Gündoğan, Ayşegül
Metadata
Show full item record
Item Usage Stats
151
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/77809
Collections
Unclassified, Article
Suggestions
OpenMETU
Core
COMPARISON OF STRUCTURAL RESPONSES FOR A BASE ISOLATED BUILDING UNDER REAL AND SIMULATED RECORDS
Özsaraç, Volkan; Karimzadeh, Shaghayegh; Askan Gündoğan, Ayşegül (2019-07-06)
Comparison Of Structural Responses for a Base Isolated Building Under Real and Simulated Records
Ozsarac, Volkan; Karim Zadeh Naghshineh, Shaghayegh; Askan, Ayşegül (null; 2019-06-01)
In recent decades, base isolation systems for buildings are commonly used as retrofitting strategy in earthquake-prone areas. Evaluation of structural responses for base-isolated systems subjected to severe earthquakes is challenging since some regions have scattered ground motion dataset. Simulated ground motions can be an alternative to overcome this issue. There are several ground motion simulation methods available that provide varying levels of goodness fit between observed and synthetic data; therefor...
Comparison of Performance of Two Run-of-River Plants during Transient Conditions
Çalamak, Melih; Bozkuş, Zafer (American Society of Civil Engineers (ASCE), 2013-10-01)
Water hammer is an unsteady hydraulic problem commonly found in closed conduits of hydropower plants, water distribution networks, and liquid pipeline systems. Because of either a malfunction of a system or inadequate operation conditions, a pipeline may collapse or burst erratically, resulting in substantial damages and human loss in some cases. Therefore, it is crucial that engineers design and/or analyze projects with reliable computing methods for all foreseeable operation situations. In this paper, tra...
Comparison of transient and quasi-steady aeroelastic analysis of wind turbine blade in steady wind conditions
Sargın, H; Kayran, Altan (2014-6-16)
In the preliminary design stage of wind turbine blade, faster and simpler methods are preferred to predict the aeroelastic response of the blades in order to get an idea about the appropriateness of the blade stiffness. Therefore, in the present study, applicability of the quasi-steady aeroelastic analysis of wind turbine blade is investigated in terms of how accurately the quasi-steady aeroelastic analysis predicts the deformed state of the blade at certain azimuthal positions. For this purpose, compa...
Comparison of transient and quasi-steady aeroelastic analysis of wind turbine blade in steady wind conditions
Sargın, Hakan; Kayran, Altan (2014-06-01)
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
V. Ozsarac, S. Karim Zadeh Naghshineh, and A. Askan Gündoğan, “Comparison of Structural Responses for a Base Isolated Building Under Real and Simulated Record,” 2019, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/77809.
