• Home
  • About
  • Policies
  • Contact
    • Türkçe
    • English
  • English 
    • Türkçe
    • English
  • Login
Advanced Search
View Item 
  •   Home
  • İKÜ Dergiler / IKU Journals
  • TOJDAC / The Turkish Online Journal of Design Art and Communication
  • Cilt 6 Temmuz Özel Sayı / Volume 6 July Special Edition
  • View Item
  •   Home
  • İKÜ Dergiler / IKU Journals
  • TOJDAC / The Turkish Online Journal of Design Art and Communication
  • Cilt 6 Temmuz Özel Sayı / Volume 6 July Special Edition
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Review And Assess The Optimal Arrangement Of Viscous Dampers In Order To Reduce The Seismic Response Of Tall Reinforced Concrete Structures

Thumbnail
View/Open
AshkanVafaeiAshkanKhodaBandehLouTOJDAC (1.348Mb)
Author
Vafaei, Ashkan
Lou, Ashkan Khoda Bandeh
Type
Article
Date
2016-07
Language
en_US
Metadata
Show full item record
Abstract
In recent years, the call control structures in earthquake using energy dissipating devices such as dampers have been of particular importance. Research has shown that the use of viscous dampers can play an effective role in monitoring the response of structures against the wind, explosion and earthquake. The optimal arrangement is very effective damper efficiency of their performance. In this study, design is ideal viscous damper damping operation for 100 percent and put it in different modes in structures using software ETABS2015 try to determine whether the optimal model can be offered to install dampers in plan and elevation classes, to be answered. The model used in this study is a 20-storey reinforced concrete three-dimensional structure of the records used for non-linear time history analysis of earthquake KOBE and SMART1 and are LANDERS. The results show the effect of the optimal arrangement of viscous damper in reducing the seismic response of structures. However, the optimal location for a viscous damper structure under different earthquake quake because of different characteristics vary. Therefore, it can be a hundred percent for the optimal location pattern presented viscous dampers. LANDERS structures under earthquake model in this study will have the seismic response of the maximum amount of 43.02 percent compared to non-damper. However, in most cases, the best structural response is the time when the dampers in building frames with each other in adjacent springs are installed.
Subject
Viscous Damper
Seismic Response
ETABS
Time History Analysis
Records
URI
http://hdl.handle.net/11413/1540
Collections
  • Cilt 6 Temmuz Özel Sayı / Volume 6 July Special Edition [41]

İstanbul Kültür University

Hakkında |Politika | Kütüphane | İletişim | Send Feedback | Admin

Istanbul Kültür University, Ataköy Campus E5 Karayolu Üzeri Bakırköy 34158, İstanbul / TURKEY
Copyright © İstanbul Kültür University

Creative Commons Lisansı
IKU Institutional Repository, Creative Commons Alıntı-GayriTicari-Türetilemez 4.0 Uluslararası Lisansı ile lisanslanmıştır.

Designed by  UNIREPOS

İKU Kütüphane


Browse

All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsTypeLanguageBy PublisherRightsThis CollectionBy Issue DateAuthorsTitlesSubjectsTypeLanguageBy PublisherRights

My Account

Login

İstanbul Kültür University

Hakkında |Politika | Kütüphane | İletişim | Send Feedback | Admin

Istanbul Kültür University, Ataköy Campus E5 Karayolu Üzeri Bakırköy 34158, İstanbul / TURKEY
Copyright © İstanbul Kültür University

Creative Commons Lisansı
IKU Institutional Repository, Creative Commons Alıntı-GayriTicari-Türetilemez 4.0 Uluslararası Lisansı ile lisanslanmıştır.

Designed by  UNIREPOS