Behavior Factor of Flat Double-Layer Space Structures
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32807
Behavior Factor of Flat Double-Layer Space Structures

Authors: Behnam Shirkhanghah, Vahid Shahbaznejhad-Fard, Houshyar Eimani-Kalesar, Babak Pahlevan

Abstract:

Flat double-layer grid is from category of space structures that are formed from two flat layers connected together with diagonal members. Increased stiffness and better seismic resistance in relation to other space structures are advantages of flat double layer space structures. The objective of this study is assessment and calculation of Behavior factor of flat double layer space structures. With regarding that these structures are used widely but Behavior factor used to design these structures against seismic force is not determined and exact, the necessity of study is obvious. This study is theoretical. In this study we used structures with span length of 16m and 20 m. All connections are pivotal. ANSYS software is used to non-linear analysis of structures.

Keywords: Behavior factor, Double-layer, Intensified resistance, Non-linear analysis

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1072672

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1994

References:


[1] G., S., Ramaswamy, M., Eekhout, G., R., Suresh, "Analysis, Design and Construction of Steel Space Frames, " BHRC Publication, No. B-382, 2004.
[2] H., Nooshin, P., Disney, "Formex Configuration Processing II", International Journal of Space Structures, Vol.16, No.1, 2001.
[3] S., Amirshekari , "Calculation of Behavior Factor for Single-Layer Barrel Vaults", M.Sc. thesis, Islamic Azad University of Kerman, Iran , September 2005.
[4] T. ,Paulay, M.J.N. ,Priestley, "Seismic Design of Reinforced Concrete and Masonry Buildings, " Wiley, pp. 744, 1992.