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Dergiler / Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi / 2015 / Cilt: 19 - Sayı: 2

Diaphragm Effect of Steel Space Roof Systems in Hall Structures

MEHMET FENKLİ
Nurettin Alpay KIMILLI
İlyas Devran ÇELİK
MUSTAFA SİVRİ
Zeki AY
Sayfa
97–103
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

Results of numerical tests were present comparatively.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:Hall structures have been used widely for different purposes.
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Temel Bulgular & Veri:They have are reinforced concrete frames and shear wall with steel space roof systems.
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Sonuç & Katkı:Results of numerical tests were present comparatively.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Diaphragm effect · steel space roof systems · hall structures

Özet

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 points 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.

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

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Bu Makaleye Atıf Yap

FENKLİ, M., KIMILLI, N. A., ÇELİK, İ. D., SİVRİ, M., AY, Z. (2015). Diaphragm Effect of Steel Space Roof Systems in Hall Structures. Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi, Cilt: 19 - Sayı: 2, 97–103. https://ajindex.com/articles/309727

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Kaynakça (10)

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