1 |
Thompson, S.A., Galili, N. and Williams, R.A. (1995), "Lateral pressures during filling of a full-scale grain bin", T. ASAE, 38(3), 919-926.
DOI
|
2 |
Rotter, J.M. (2009), "Silos and tanks in research and practice: state of the art and current challenges", Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium, Universidad Politecnica de Valencia, September-October.
|
3 |
Tejchman, J. (2002), "Effects of wall inclinations and wall imperfections on pressures during granular flow in silos", Kona, 17, 125-132.
|
4 |
Teng, J.G. and Rotter, J.M. (1991), "Strength of welded steel silo hoppers under filling and flow pressures", J. Struct. Eng., 117(9), 2567-2583.
DOI
|
5 |
Vidal, P., Guaita, M. and Ayuga, F. (2004), "Simulation of discharging processes in metallic silos", An ASABE Meeting Presentation Paper Number: 044151.
|
6 |
Vidal, P., Guaita, M. and Ayuga, F. (2005), "Analysis of dynamic discharge pressures in cylindrical slender silos with a flat bottom or with a hopper: comparison with Eurocode 1", Biosyst. Eng., 91(3), 335-348.
DOI
ScienceOn
|
7 |
Vidal, P., Gallego, E., Guaita, M. and Ayuga, F. (2006), "Simulation of the filling pressures of cylindrical steel silos with concentric and eccentric hoppers using 3-dimensional finite element models", T. ASAE, 49(6), 1881-1895.
|
8 |
Wojcik, M., Enstad, G.G. and Jecmenica, M. (2003), "Numerical calculations of wall pressures and stresses in steel cylindrical silos with concentric and eccentric hoppers", Particul. Sci. Technol., 21, 247-258.
DOI
|
9 |
Eurocode 1 (2007a), EN 1991-4, Eurocode 1: Basis of Design and Actions on Structures, Part 4 - Silos and Tanks, European Committee for Standardization, Brussels.
|
10 |
Chou, C.S. and Chang, J.C. (2006), "Theoretical wall stresses and insert loads in a bin-hopper with a conical insert using the differential slice method", Adv. Powder Technol., 17(5), 509-530.
DOI
|
11 |
Eurocode 3, (2004), Design of steel structures (EN 1993-1-3), Part 1-3: General Rules- Supplementary Rules for Cold Formed Thin Gauge Members and Sheeting, European Committee for Standardisation, Brussels.
|
12 |
Eurocode 1 (2007b), EN 1993-4-1, Eurocode 3: Design of Steel Structures, Part 4.1: Steel Silos, European Committee for Standardization, Brussels.
|
13 |
Jafari, R. and Hassanian, S. (2010), "Simulation of steel and concrete empty silos behavior under nonuniform wind pressure: finite element approach", International Conference on Agricultural Engineering - AgEng 2010: Towards Environmental Technologies, Clermont-Ferrand, September.
|
14 |
Kovtun, A.P. and Platonov, P.N. (1959), "Davlenie Zema na stenki silosov elevatorov", MukomoVno Elevatornaia Promyshlenmost Moscow, 25(12), 22-24 (Thompson et al. 1995 were taken from).
|
15 |
Juan, A., Moran, J.M., Guerra, M.I., Couto, A., Ayuga, F. and Aguado, P.J. (2006), "Establishing stress state of cylindrical metal silos using finite element method: Comparison with ENV 1993", Thin Wall. Struct.,44, 1192-1200.
DOI
ScienceOn
|
16 |
Kibar, H. and O zturk, T. (2009), "The effect of moisture content on the physico-mechanical properties of some hazelnut varieties", J. Stor. Prod. Res. 45(1), 14-18.
DOI
|
17 |
Kibar, H. and O zturk, T. (2011), "Optimum silo design with ANSYS program depending on grain properties in Tombul hazelnut storage", Ph.D. Dissertation, Ondokuz Mayis University, Samsun, Turkey.
|
18 |
MacDonald, P.A., Holmes, J.D. and Kwok, K.C.S. (1990), "Wind loads on circular storage bins, silos and tanks. II. Effect of grouping", J. Wind Eng. Ind. Aerod., 34(1), 77-95.
DOI
|
19 |
Mark, J., Holst, F.G., Ooi, J.Y., Rotter, J.M. and Rong, G.H. (1999), "Numerical modeling of silo filling 1: Continuum analysis", J. Eng. Mech., 125(1), 94-103.
DOI
ScienceOn
|
20 |
Ayuga, F., Aguado, P., Gallego, E. and Ramirez, A . (2005), "New steps towards the knowledge of silos behaviour", Int. Agrophysics, 19, 7-17.
|
21 |
Bansal, M.L., Singh, J. and Sharma, V.R. (2009a), "Deflection response at the top of circular steel tall silo in wind environment", Environ. Ecol., 27(4), 1599-1603.
|
22 |
Bansal, M.L., Singh, J. and Sharma, V.R. (2009b), "Deflection behavior at the top of circular steel medium silo in wind environment", Environ. Ecol., 27(4A), 1734-1738.
|
23 |
Brown, C.J. (2008), "Developments in the design of rectangular plan form silos", Proceedings of The International Conference on Structures and Granular Solids: From Scientific Principles to Engineering Applications, The Royal Society of Edinburgh, Scotland, July.
|
24 |
Briassoulis, D. and Pecknold, D.A. (1986), "Behavior of empty steel grain silos under wind loading 1. The stiffened cylindrical shell", Eng. Struct., 8(4), 260-275.
DOI
ScienceOn
|