Please use this identifier to cite or link to this item:
https://hdl.handle.net/11499/4274| Title: | Seismic resistance of precast structures: Roof girder turnover | Authors: | Yılmaz, Salih Kuyucular, Adnan Şenel, Şevket Murat İnel, Mehmet. |
Keywords: | Earthquake code Nonlineer time history analysis Precast structures Roof girder damage Earthquake codes Precast concrete buildings Building codes Concrete beams and girders Earthquakes Seismic response Structural design Precast concrete |
Abstract: | 1998 Adana and 1999 Marmara and Düzce Earthquakes in the last decade in Turkey, caused serious damages to precast concrete buildings. Single pinned connections are then critisized and this conncetion type is changed to double-pinned type. In this study, 15 precast concrete structures are designed according to 1998 Turkish Earthquake Code. After that, nonlineer time history analysis of these buildings are carried out to study forces coming to roof girder and behavior of roof girder. Then, adequacy of design procedure of double-pinned connections are investegated and some suggestions are made concerning design procedure of connections. | URI: | https://hdl.handle.net/11499/4274 | ISSN: | 1300-3453 |
| Appears in Collections: | Mühendislik Fakültesi Koleksiyonu Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection |
Show full item record
CORE Recommender
SCOPUSTM
Citations
1
checked on Nov 23, 2024
WEB OF SCIENCETM
Citations
1
checked on Nov 22, 2024
Page view(s)
54
checked on Aug 24, 2024
Google ScholarTM
Check
Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.