Diaphragm Effect of Steel Space Roof Systems in Hall Structures

Yıl 2015, Cilt: 19 Sayı: 2, 97 - 103, 02.09.2015

Mehmet Fenkli , Nuretttin Kımıllı İlyas Çelik Mustafa Sivri Zeki Ay

Öz

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

Anahtar Kelimeler

Diaphragm effect, steel space roof systems, hall structures

Diaphragm Effect of Steel Space Roof Systems in Hall Structures

Öz

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.

Anahtar Kelimeler

Diaphragm effect, steel space roof systems, hall structures

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
• Design Makowski, Z.,S.,1963. Raumliche,Tragwerke,aus,Stahl , VerlagStahleisenm.b.H. Dusseldorf, Germany.
• Makowski, Z., S., 1988. History of the Development of Braced Domes, Proceedings of IA.S-S.-M.S.U. Symposium, Istanbul. TR.
• Ay, Z., 1994. Free Vibration and Dynamic Response of Spatial Steel Space Structures Subjected to Impulsive Excitations, PhD Thesis, Technical University of Istanbul. TR.
• Dikmen, B. and Ay Z., 2006. Earthquake Response of Hall Structures with Steel Space Roof Systems, International Symposium on Advances in Civil Engineering, Ace06-486, İstanbul..TR.
• Korkmaz A., Ay Z., Çelik D., 2008. Investigation of Inelastic Behavior Concentric and Eccentric Braced Steel Building Type Structures”, Eurosteel, September Graz, Austria.
• Ay, Z., Durmuş, G., 2002. Issues of Prefabricated Steel Structures in Engineering Practice” Engineering News, 47/2., Vol.418.
• Fenkli, M., Ay, Z. , 2004. Earthquake response of Single Layer Steel Domes: Schwedler And Zeiss- Dywidag Domes, International Symposium on Advances in Civil Engineering, Ace04, İstanbul.
• AY., Z., ÇÖNE, A., Ş., DURMUŞ, G., 2002. Effect Of System Geometry On Steel Material Consumption in Prefabricated
• Constructional World Journal, Ankara, TR. Space Truss
• Systems. AY., Z., ERDEMİR, G. 2005. Fundamental Periods in Prefabricated Steel Space Truss, Constructional World Journal, Ankara, TR.
• Fenkli, M., Ay, Z., Durmuş, G., 2007. Behavior of Hall Structures with Steel Space roof System under the Snow Loads, Constructional World Journal, Ankara, TR.