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
Steel Hysteretic Damper Featuring Displacement Dependent Hardening for Seismic Protection of Structures
Date
2014-11-24
Author
Dicleli, Murat
Metadata
Show full item record
Item Usage Stats
70
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/74749
Collections
Unclassified, Article
Suggestions
OpenMETU
Core
Steel Hysteretic Damper Featuring Displacement Dependent Hardening for Seismic Protection of Structures
Dicleli, Murat (Springer, London/Berlin , 2015-01-01)
In this paper, a summary of analytical and experimental studies into the behavior of a new hysteretic damper, designed for seismic protection of structures is presented. The Multi-directional Torsional Hysteretic Damper (MTHD) is a recently-patented invention in which a symmetrical arrangement of identical cylindrical steel cores is so configured as to yield in torsion while the structure experiences planar movements due to earthquake shakings. The new device has certain desirable properties. In this paper,...
Steel hysteretic damper featuring displacement dependent hardening for seismic protection of structures
Dicleli, Murat (2014-11-26)
In this paper, a summary of analytical and experimental studies into the behavior of a new hysteretic damper, designed for seismic protection of structures is presented. The Multi-directional Torsional Hysteretic Damper (MTHD) is a recently-patented invention in which a symmetrical arrangement of identical cylindrical steel cores is so configured as to yield in torsion while the structure experiences planar movements due to earthquake shakings. The new device has certain desirable properties. Notably, it is...
Steel stringer bridge load rating based on field calibrated grid models
Türer, Ahmet (2006-07-19)
Steel beams in torsion and bending.
Cinar, Kadir A; Department of Civil Engineering (1974)
Plastic rotation capacity of RC columns under biaxial seismic demands
Özcan, Okan; Binici, Barış (2023-03-01)
Seismic performance of reinforced concrete (RC) columns should be evaluated considering biaxial demands for a more realistic assessment. However, most of the current seismic assessment regulations stipulate rotation capacity estimations considering only uniaxial bending test database. The effect of seismic demands in one direction may have a detrimental effect in the deformation capacity of the other direction. In the past studies, the influence of biaxial loading patterns/paths/histories, axial load level,...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
M. Dicleli, “Steel Hysteretic Damper Featuring Displacement Dependent Hardening for Seismic Protection of Structures,” 2014, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/74749.
