Diaphragm Effect of Steel Space Roof Systems in Hall Structures
Öz
Anahtar Kelimeler
Kaynakça
- Iverson JK, Hawkins NM.1994. Performance of precast/prestressed concrete building structures during the Northridge earthquake, PCI Journal, 39(2):38–55.
- Matteis, G. De., .Landolfo, R., andMazzolani, F., M., Mazzolani , 1998. Diaphragm Effect for Industrial Steel Buildings under Earthquake Loading. J. Construct. Steel Res, Vol. 46, Nos. 1-3, pp. 357-358.
- Lee, D.G. ,Ahn, S., K., Dae-Kon Kim, D.,A.,2005. Efficient seismic analysis of building structure including floor slab. Engineering Structures, 27(7): 675-684.
- Lee HJ, Kuchma D, Aschheim MA., 2007. Strength- based design of flexible diaphragms in low-rise structures subjected to earthquake loading. Engineering Structures, 29(7):1277–95.
- Zahrai SM, Bruneau M.1998. Impact of diaphragms on seismic response of straight slab-on- girder steel bridges. J StructEng, 24(8):938–47
- Zahrai SM, Bruneau M., 1999. Cyclic testing of ductile end-diaphragms for slab-on- girder steel bridges. J StructEng ASC, 125(9):987_96.
- Computers and Structures, Inc. SAP2000 Nonlinear (Version 14.0.0): Structural analysis program. Berkeley: Computers and Structures, Inc.; 2003. Naeim,
- Handbook(Second Edition), Kluwer Academic Publisher, USA. Chilton , J. Space Grid Structures, Architectural Pres, UK. The seismic
Ayrıntılar
Birincil Dil
İngilizce
Konular
Mühendislik
Bölüm
Araştırma Makalesi
Yayımlanma Tarihi
2 Eylül 2015
Gönderilme Tarihi
30 Haziran 2015
Kabul Tarihi
-
Yayımlandığı Sayı
Yıl 2015 Cilt: 19 Sayı: 2