Add to ORKGTez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2007Thesis (M.Sc.) -- İstanbul Technical University, Institute of Science and Technology, 2007Bu çalışmada, daha önceden geliştirilmiş olan perde ve çubuk sonlu elemanlardan oluşan sistemlerde ikinci mertebe etkiler göz önüne alınmış ve geometri değişimi bakımından lineer olmayan teorinin esasları açıklanmıştır.In this study; theory of the geometric nonlinearity is explained and dealed with the shear walled and framed structures using the finite element model by considering the second order effects.Yüksek LisansM.Sc
A microstructure-dependent nonlinear third-order beam theory which accounts for through-thickness po...
In certain types of steel framed structures members can be subjected to significant distributed axia...
The aims of the first edition of Matrix Structural Analysis were to place proper emphasis on the met...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2005Thesis (M.Sc.) -- ...
Deprem esnasında özellikle yüksek ve ağır yük taşıyan yapı sistemlerindeki düşey taşıyıcı elemanlard...
Düşey yüklerin yanında deprem ve rüzgar gibi yatay yükler, yapı davranışını etkileyen büyük yer deği...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2000Thesis (M.Sc.) -- ...
In this paper we propose a second order method to analyse concrete frames based on the imposed defor...
In this paper we propose a second order method to analyse concrete frames based on the imposed defo...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2009Thesis (M.Sc.) -- ...
This paper addresses of the advanced computational technique of steel structures for both simulation...
This paper addresses of the advanced computational technique of steel structures for both simulation...
Material nonlinearity affects the stiffness and consequently the distribution of internal forces and...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2003Thesis (M.Sc.) -- ...
In the analysis of structures, the nonlinear effects due to large displacement, large rotation and m...
A microstructure-dependent nonlinear third-order beam theory which accounts for through-thickness po...
In certain types of steel framed structures members can be subjected to significant distributed axia...
The aims of the first edition of Matrix Structural Analysis were to place proper emphasis on the met...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2005Thesis (M.Sc.) -- ...
Deprem esnasında özellikle yüksek ve ağır yük taşıyan yapı sistemlerindeki düşey taşıyıcı elemanlard...
Düşey yüklerin yanında deprem ve rüzgar gibi yatay yükler, yapı davranışını etkileyen büyük yer deği...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2000Thesis (M.Sc.) -- ...
In this paper we propose a second order method to analyse concrete frames based on the imposed defor...
In this paper we propose a second order method to analyse concrete frames based on the imposed defo...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2009Thesis (M.Sc.) -- ...
This paper addresses of the advanced computational technique of steel structures for both simulation...
This paper addresses of the advanced computational technique of steel structures for both simulation...
Material nonlinearity affects the stiffness and consequently the distribution of internal forces and...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2003Thesis (M.Sc.) -- ...
In the analysis of structures, the nonlinear effects due to large displacement, large rotation and m...
A microstructure-dependent nonlinear third-order beam theory which accounts for through-thickness po...
In certain types of steel framed structures members can be subjected to significant distributed axia...
The aims of the first edition of Matrix Structural Analysis were to place proper emphasis on the met...