Author/Authors :
KIMILLI, Nurettin A. Süleyman Demirel Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Turkey , FENKLİ, Mehmet Süleyman Demirel Üniversitesi - Teknik Eğitim Fakültesi, Turkey , ÇELİK, Devran Süleyman Demirel Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Turkey , SİVRİ, Mustafa Süleyman Demirel Üniversitesi - Teknik Bilimler Meslek Yüksekokulu - İnşaat Teknolojisi Bölümü, Turkey , AY, Zeki Süleyman Demirel Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Turkey
Title Of Article :
Modeling Tecniques of Under Bending Box Section Beam-Column Joints Effects on Connection Behaviour
Abstract :
Structures subjected to seismic loads, they have geometry, section properties of building components and materials according to the class they revealed a structural behavior. This structural behavior of structures is a demand to earthquakes a reaction. If the earthquake is a kinetic energy state, the potential energy can be perceived as a structure in its current form and must balance the energy. In cases where reciprocal compensation of these two energy difference by the damping of the structure are desired. Make this condition is referred to as ductility and energy dissipation capability. One of the measures to be effective in earthquake resistant design of these deformation algorithm to determine correctly. However, static analysis programs used today, or depending on the users lack of structural models can not fully digitized. Therefore, the design can not be envisaged is dependent behavior disorders, defective structures arises in the design stage. In this study, it is aimed to investigate ductility details for the connection of end plate welded moment resisting connections of the circular hollow section column - rectangle hollow section beam columns. At the end plate welded moment resisting connections, the effect of the profile sizes and material features on the buckling types, cycling loads will be examined experimentally and numerable. In this context, comparing the results obtained from modeling of techniques have been tried to show the effect on joint behavior.
NaturalLanguageKeyword :
Circular Hollow Section Profiles , CHS , Rectangular Hollow Section Profiles , End Plate Welded Moment Resisting Connections , Moment Resisting Steel Frames , Cycling Static Loads , Ductility Details
JournalTitle :
Sdu Journal Of Technical Sciences
