Author/Authors :
FENKLİ, Mehmet Süleyman Demirel Üniversitesi - Teknik Eğitim Fakültesi, Turkey , KIMILLI, Nurettin Alpay Süleyman Demirel Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği, Turkey , ÇELİK, İlyas Devran Süleyman Demirel Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği, Turkey , SİVRİ, Mustafa Süleyman Demirel Üniversitesi - Teknik Bilimler Meslek Yüksekokulu, Turkey , AY, Zeki Süleyman Demirel Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği, Turkey
Abstract :
Hall structures have been used widely for different purposes. They have are reinforced concrete frames and shear wall with steel space roof systems. Earthquake response of hall structures is different from building type structures. One of the most critical nodes is diaphragm effect of steel space roof on earthquake response of hall structures. Diaphragm effect is depending on lateral stiffness capacity of steel space roof system. Lateral stiffness of steel space roof system is related to modulation geometry, support conditions, selected sections and system geometry. In current paper, three representative models which are commonly used in Turkey were taken in to account for investigation. Results of numerical tests were present comparatively.
