Add to ORKG1998 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
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2006Thesis (M.Sc.) -- ...
4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineer...
Precast construction has received increasing attention during the past decades. Faster construction,...
1998 Adana and 1999 Marmara and Duzce Earthquakes in the last decade in Turkey, caused serious damag...
In last two decades, as a result of earthquakes, one storey precast buildings that represent majorit...
In last two decades, as a result of earthquakes, one storey precast buildings that represent majorit...
Precast concrete systems, which are the result of industrialization in the field of construction, ar...
An experimental study of typical connections commonly used in precast concrete buildings subjected t...
Ülkemizdeki sanayi bölgelerinin %98'i yüksek deprem riski taşıyan alanlarda konumlandırılmıştır. Bu ...
This paper presents a finite element analysis on 4 types of precast connections which are pinned, ri...
Objective of the thesis is the study of the influence of the connection characteristics on the seism...
The seismic vulnerability of precast reinforced concrete buildings is often governed by the performa...
The recent Italian seismic events (2009 L'Aquila and 2012 Emilia), as well as the Turkish ones (1998...
Abstract: The 1975 Turkish code provisions are first reviewed to provide the background for design a...
This is an investigation of the seismic response on the precast structure due to the beam to connect...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2006Thesis (M.Sc.) -- ...
4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineer...
Precast construction has received increasing attention during the past decades. Faster construction,...
1998 Adana and 1999 Marmara and Duzce Earthquakes in the last decade in Turkey, caused serious damag...
In last two decades, as a result of earthquakes, one storey precast buildings that represent majorit...
In last two decades, as a result of earthquakes, one storey precast buildings that represent majorit...
Precast concrete systems, which are the result of industrialization in the field of construction, ar...
An experimental study of typical connections commonly used in precast concrete buildings subjected t...
Ülkemizdeki sanayi bölgelerinin %98'i yüksek deprem riski taşıyan alanlarda konumlandırılmıştır. Bu ...
This paper presents a finite element analysis on 4 types of precast connections which are pinned, ri...
Objective of the thesis is the study of the influence of the connection characteristics on the seism...
The seismic vulnerability of precast reinforced concrete buildings is often governed by the performa...
The recent Italian seismic events (2009 L'Aquila and 2012 Emilia), as well as the Turkish ones (1998...
Abstract: The 1975 Turkish code provisions are first reviewed to provide the background for design a...
This is an investigation of the seismic response on the precast structure due to the beam to connect...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2006Thesis (M.Sc.) -- ...
4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineer...
Precast construction has received increasing attention during the past decades. Faster construction,...