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
Title Of Article
Diaphragm Effect of Steel Space Roof Systems in Hall Structures
شماره ركورد
25454
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.
From Page
97
NaturalLanguageKeyword
Diaphragm effect , steel space roof systems , hall structures.
JournalTitle
Journal Of Natural and Applied Sciences
To Page
103
JournalTitle
Journal Of Natural and Applied Sciences
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