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New steel damper with displacement dependent recentering for seismic protection of structures
Date
2015-09-23
Author
Dicleli, Murat
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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 patented invention in which a symmetrical arrangement of identical cylindrical steel elementsis so configured as to yield in torsion while the structure experiences planar movements due to earthquake shakings. The device has gone through many stages of design refinement, multiple prototype verification tests and development of design guide-lines and computer codes to facilitate its implementation in practice
URI
https://hdl.handle.net/11511/71142
https://docplayer.net/45268212-Proceedings-of-the-13-th-nordic-steel-construction-conference-nscc-2015.html
Conference Name
Proceedings of the 13th Nordic Steel Construction Conference (NSCC-2015), 23 Eylül 2015
Collections
Department of Engineering Sciences, Conference / Seminar
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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,...
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Analytical and Experimental Investigations of a New Hysteretic Damper
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In this paper, analytical and experimental studies into the behavior of a new hysteretic damper, designed for seismic protection of structures is presented. The Multidirectional 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 characterize...
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M. Dicleli, “New steel damper with displacement dependent recentering for seismic protection of structures,” presented at the Proceedings of the 13th Nordic Steel Construction Conference (NSCC-2015), 23 Eylül 2015, Tampere, Finlandiya, 2015, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/71142.
