Which Design Constraints Apply to a Pipe-Framed Greenhouse?
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Hoxey, R. P. & Richardson, G. M. (1984) Measurements of wind loads on full-scale film plastic clad greenhouses. <i>J. Wind Eng. Ind. Aerodyn.</i>, <b>16</b>, 57-83.
Japan Greenhouse Horticulture Association (1999) <i>Standard for Structures of Greenhouses</i>. Japan Greenhouse Horticulture Association, Tokyo, Japan, pp. 152 [In Japanese].
Mathews, E. H. & Meyer, J. P. (1987) Numerical modeling of wind loading on a film clad greenhouse. <i>Bldg. Environ</i>., <b>22</b>, 129-134.
Mistriotis, A. & Briassoulis, D. (2002) Numerical estimation of the internal and external aerodynamic coefficients of a tunnel greenhouse structure with openings. <i>Comput. Electr. in Agric</i>., <b>34</b>, 191-205.
Moriyama, H. & Toyoda, H. (1999) Characteristics of greenhouses damaged by heavy snow in January 1998 in southern Tohoku area. <i>Nogyo Shisetsu (J. Soc. Agric. Structures, Japan)</i>, <b>30</b>, 205-214 [In Japanese with English summary].
Moriyama, H. et al. (2003a) Design consideration for small-scale pipe greenhouses to prevent arch buckling under snow load. <i>ASAE Annual Intl. Meeting</i>, Las Vegas, Nevada, USA. Paper No. 034047, 8.
Moriyama, H. et al. (2003b) Engineering analysis of the greenhouse structures damaged by Typhoon 0221 in Chiba and Ibaraki. <i>Nogyo Shisetsu (J. Soc. Agric. Structures, Japan)</i>, <b>34</b>, 199-212 [In Japanese with English summary].
Moriyama, H. et al. (2008a) Wind pressure coefficient of a pipe-framed greenhouse and influence of the side gable openings using a wind tunnel. <i>Nogyo Shisetsu (J. Soc. Agric. Structures, Japan)</i>, <b>38</b>, 237-248.
Moriyama, H. et al. (2008b) Reinforcement for pipe-framed greenhouse under snow load and design optimization considering steel mass. <i>Nogyo Shisetsu (J. Soc. Agric. Structures, Japan)</i>, <b>38</b>, 263-274.
Moriyama, H. et al. (2010) Wind tunnel study of the interaction of two or three side-by-side pipe-framed greenhouses on wind pressure coefficients. <i>Transactions of the ASABE</i>, <b>53</b>, 585-592.
Moriyama, H. et al. (2012a) Damage of pipe-framed greenhouses by the 2011 off the Pacific coast of Tohoku earthquake tsunami. <i>Nogyo Shisetsu (J. Soc. Agric. Structures, Japan)</i>, <b>42</b>, 193-200 [In Japanese with English summary].
Moriyama, H. et al. (2012b) Influence of three-dimensional wind direction and velocity of tornados on failure mode of pipe-framed greenhouses. <i>Nogyo Shisetsu (J. Soc. Agric. Structures, Japan)</i>, <b>43</b>, 152-159 [In Japanese with English summary].
Ogawa, H. et al. (1989) Experimental analysis on strength of pipe-houses with ground anchoring (1) –actual size experiment-. <i>Nogyo Shisetsu (J. Soc. Agric. Structures, Japan)</i>, <b>19</b>, 29-38 [In Japanese with English summary].
Okushima, L. & Nara, M. (1992) The tendency of greenhouse disasters. <i>Nogyo Shisetsu (J. Soc. Agric. Structures, Japan)</i>, <b>23</b>, 87-93 [In Japanese].
Osari, H. & Yamashita, S. (1980) Studies on cross section of “pipe-house” (I). <i>Nogyo Kogaku Kenkyujo Giho (Tech. Rep. Natl. Res. Inst. Agric. Eng.)</i>, <b>A23</b>, 1-10 [In Japanese].
Robertson, A. P. et al. (2002) Wind pressures on permeably and impermeably clad structures. <i>J. Wind Eng. Ind. Aerodyn</i>., <b>90</b>, 461-474.
Sase, S. et al. (1980) Ventilation of greenhouses, I. Wind tunnel measurements of pressure and discharge coefficients for a single-span greenhouse. <i>Nogyo Kisho (J. Agric. Meteorology)</i>, <b>36</b>, 3-12 [In Japanese with English summary].
Uematsu, Y. et al. (2008) Study of wind loads on pipe-framed greenhouses -External wind pressure coefficients on enclosed structures-. <i>Nogyo Shisetsu (J. Soc. Agric. Structures, Japan)</i>, <b>39</b>, 121-132 [In Japanese with English summary].
Uematsu, Y. et al. (2010) Peak wind pressure coefficients for designing the cladding of pipe-framed greenhouses. <i>Nogyo Shisetsu (J. Soc. Agric. Structures, Japan)</i>, <b>41</b>, 70-78 [In Japanese with English summary].