THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES
Öz
In this study, elastic supported frames are analyzed by using a computer program. The connection flexibility is modeled by linear elastic rotational and lateral springs. Having the same geometry and cross-sections, the statical analysis is examined for five different spring combinations. Response characteristics of ten different twostorey frames are compared with reference to rotations and displacements of their joints. The study indicates that rotations and displacements of connections increase as the spring coefficients decrease.
Kaynakça
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Ayrıntılar
Birincil Dil
İngilizce
Konular
İnşaat Mühendisliği
Bölüm
Araştırma Makalesi
Yayımlanma Tarihi
15 Temmuz 2005
Gönderilme Tarihi
15 Nisan 2005
Kabul Tarihi
15 Nisan 2006
Yayımlandığı Sayı
Yıl 2005 Sayı: 008