Class B Greenhouse Model with Double Layer for Nordic European Countries

Juan Rovira Soler; Pedro Martin Concepcion; Ana Almerich-Chuliá; Jose Molines Cano

doi:10.4028/www.scientific.net/AMR.1065-1069.1046

Paper Titles

A Simplified Transfer Matrix Method for Horizontal Seismic Response of Wall-Frame Structures Considering SSI
p.1026

Analysis for Pure Bending Performance of Circular Steel Tubular Columns Filled with Steel-Reinforced High-Strength Concrete
p.1031

Test Study on Seismic Performance of Cantilevered Vertical Irregular Model Frame Structure
p.1035

Chinese Norms and European Norms about the Beams without Stirrups Contrast Shear Capacity
p.1042

Class B Greenhouse Model with Double Layer for Nordic European Countries
p.1046

Comparison of Results of Analyses the Foundation Slab Calculated by Two FEM Programs
p.1052

Concrete Breakout Capacity of Cast-in-Place Anchor under Shear Loading
p.1057

Dynamic Response Analysis for the Frame Structure under Explosion Load
p.1061

Finite Cylindrical Cavity Expansion Model for Penetration of Steel-Tube-Confined Concrete Targets
p.1065

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Class B Greenhouse Model with Double Layer for...

Class B Greenhouse Model with Double Layer for Nordic European Countries

Abstract:

This paper presents functional and structural possibilities of Class B greenhouses, which has a film covered, for areas with extreme winter temperatures and heavy snow loads, which are typical of a Class A model (glass or rigid film covered). This greenhouse study covers from its analysis in the design phase to its correct operation after construction, breaking patterns set by European standard, due to the structural design of the greenhouse, providing new possibilities for this type B, restricted to a specific geographical area so far.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering III

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1046-1051

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1046

Citation:

Cite this paper

Online since:

December 2014

Authors:

Juan Rovira Soler, Pedro Martin Concepcion, Ana Almerich-Chuliá, Jose Molines Cano

Keywords:

Design Model, Double Layer, Environmental Design, Film Covered, Greenhouse

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] K. Berna. Structural analysis of greenhouse: a case study in Turkey. Building and Environment Vol. 41 (2006), pp.864-871.

Google Scholar

[2] J. Nebot, J. Rovira, J. Garro, J. Martin, A. Aguado, A. Bonilla, A. Alonso, A. Committee technical CEN nº 284 (1998).

Google Scholar

[3] J. Bosco. Horticultura. Revista de Hortaliza, Flores y Plantas Ornamentales Vol. 6. (1992).

Google Scholar

[4] EN13031-1. Greenhouse: Design and construction - Part 1: Commercial production greenhouses (2002).

Google Scholar

[5] P. Martin. Invernaderos de cubierta flexible: modelización de la acción del viento. Thesis. Editorial UPV (2003).

Google Scholar

[6] O. Yekutieli, L. Dubinski, I. Kleinmann. Analysis of forces acting due to strong wind loads on structure and cover of walk-in tunnel. International Conference and British-Israeli workshop on greenhouse technologies (1997), pp.53-61.

DOI: 10.17660/actahortic.1997.443.6

Google Scholar

[7] A. Mistriotis, D. Briassoulis. Numerical estimation of the internal and external aerodynamic coefficients of a tunnel greenhouse structure with openings. Computers and Electronics in Agriculture Vol. 34 (2002), pp.191-205.

DOI: 10.1016/s0168-1699(01)00187-9

Google Scholar

[8] D. Briassoulis. Mechanical design requirements for low tunnel biodegradable and conventional films. Biosystems Engineering Vol. 87 (2) (2004), pp.209-223.

DOI: 10.1016/j.biosystemseng.2003.10.013

Google Scholar

[9] A. Robertson, P. Roux, J. Gratraud, G. Scarascia, S. Castellano, M. Dufresne de Virel, P. Palier. Wind pressures on permeably and impermeably-clad structures. Journal of Wind Engineering and Industrial Aerodynamics Vol. 90 (4-5) (2002).

DOI: 10.1016/s0167-6105(01)00210-0

Google Scholar