Arboriculture & Urban Forestry 34(1): January 2008 Cook, R.A. 1990. Hurricane Hugo vs. critical lifelines—Lessons learned and implications for the future. Proceedings of Hurricane Hugo One Year Later. 13–15 September. Cullen, S. 2005. Trees and wind: A practical consideration of the drag equation velocity exponent for urban tree risk management. Journal of Arboriculture 31:101–113. Duryea, M.L., G.M. Blakeslee, W.G. Hubbard, and R.A. Vasquez. 1996. Wind and trees: A survey of homeowners after Hurricane Andrew. Journal of Arboriculture 22:44–50. Galinsky, W. 1989. A windthrow-risk determination for coniferous trees. Forestry 62:139–146. Gardiner, B., B. Marshall, A. Achim, R. Belcher, and C. Wood. 2005. The stability of different sylvicultural systems: A wind-tunnel inves- tigation. Forestry 78:471–483. Gilman, E.F. 2003. Branch to stem diameter ratio affects strength of attachment. Journal of Arboriculture 29:291–294. Gilman, E.F., J. Grabosky, S. Jones, and C. Harchick. 2008. Effects of pruning dose and type on tree response in tropical storm winds. Journal of Arboriculture and Urban Forestry 34:13–19. Grant, P.F., and W.G. Nickling. 1998. Direct measurement of wind drag on vegetation for application to windbreak design and modeling. Land Degradation and Development 9:57–66. James, K.R., N. Haritos, and P.K. Ades. 2006. Mechanical stability of trees under dynamic loads. American Journal of Botany 93: 1522–1530. Kerzenmacher, T., and B. Gardiner. 1998. A mathematical model to describe the dynamic response of a spruce tree to the wind. Trees (Berlin) 12:385–394. Lohmander, R.S., and F. Helles. 1987. Windthrow probability as a func- tion of stand characteristics and shelter. Scandanavian Journal of Forest Research 2:227–238. Luley, C.J., and J. Bond. 2006. Evaluation of the fate of ice storm- damaged urban maple (Acer) tree. Arboriculture and Urban Forestry 32:214–220. Massman, W. 1987. A comparative study of some mathematical models of the mean wind structure and aerodynamic drag of plant canopies. Boundary-Layer Meteorology 40:179–197. Mayhead, G.J. 1973. Some drag coefficients for British forest trees derived from wind tunnel studies. Agricultural and Forest Meteorol- ogy 12:123–130. Moore, J.R., and D.A. Maguire. 2002. The mechanics of trees under wind loading. In Tree Structure and Mechanics Conference Proceed- ings. Smiley, T.E., and Coder, K. (Eds.). International Society of Arboriculture, Champaign, IL. ———. 2005. Natural sway frequencies and damping ratios of trees: Influence of crown structure. Trees (Berlin) 19:363–373. Niklas, K. 1996. Differences between Acer saccharum leaves from open and wind-protected sites. Annals of Botany 78:61–66. Niklas, K., and H.C. Spatz. 2000. Wind-induced stresses in cherry trees: Evidence against the hypothesis of constant stress levels. Trees, Structure and Function 14:230–237. Peacock, W.G., S.D. Brody, and W. Highfield. 2005. Hurricane risk perceptions among Florida’s single family homeowners. Landscape and Urban Planning 73:120–135. Peltola, H., M. Nykanen, and S. Kellomaki. 1997. Model computations on critical combinations of snow loading and windspeed for snow damage of scots pine, Norway spruce and birch sp. at stand edge. Forest Ecology and Management 95:229–241. Peltola, H.M., S. Kellomaki, H. Vaisanen, and V.P. Ikonen. 1999. A mechanistic model for assessing the risk of wind and snow damage to single trees and stands of Scots pine, Norway spruce, and birch. Canadian Journal of Forest Research 29:647–661. Persson, P. 1972. Stand treatment and damage by wind and snow— Survey of younger thinning experiments. Swedish University of Ag- riculture Science, Department of Forest Management [English ab- stract]. Rapporter och Uppsater 23:1–205. 27 Petty, J.A., and R. Worrell. 1981. Stability of coniferous tree stems in relation to damage by snow. Forestry 54:115–128. Raymer, W.G. 1962. Wind resistance of conifers. National Physical Laboratory Aeronautical Report 1008:1–20. Aerodynamics Division, London, U.K. Rottmann, M. 1985. Schneebruchschaden in Nadelholzbestanden Be- itrage zur Beurteilung der Schneebruchgefahrdung, zur Schadensvor- beugung und Behandlung schneegesschadigter Nadelholzbestande. J.D. Sauerlander’s Verlag, Frankfurt am Main. 159 pp. Rudnicki, M., S.J. Mitchell, and M.D. Novak. 2004. Wind tunnel mea- surements of crown streamlining and drag relationships for three conifer species. Canadian Journal of Forest Research 34:666–676. Shepard, R.K. 1975. Ice storm damage to loblolly pine in northern Louisiana. Journal of Forestry 73:420–423. Smiley, T.E., and B. Kane. 2006. Effects of pruning type on wind loading. Journal of Arboriculture 32:33–39. Twisdale, L.A. 2005. HAZUS-MH Technical Manual, Tree Blowdown. FEMA, Jesup, MD. Valinger, E., L. Lundqvist, and L. Bondesson. 1993. Assessing the risk of snow and wind damage from tree physical characteristics. Forestry 66:249–260. Vogel, S. 1996. Blowing in the wind: Storm-resisting features of the design of trees. Journal of Arboriculture 22:92–98. Zhu, J., T. Matsuzaki, and K. Sakioka. 2000. Wind speeds within a single crown of Japanese black pine (Pinus thunbergii Parl.). Forest Ecology and Management 135:19–31. Edward F. Gilman (corresponding author) Professor Environmental Horticulture Department 1543 Fifield Hall University of Florida Gainesville, FL 32611, U.S.
[email protected] Forrest Masters Assistant Professor Civil and Coastal Engineering Department 365 Weil Hall PO Box 116580 University of Florida Gainesville, FL 32611, U.S. Jason C. Grabosky Associate Professor Rutgers University Department of Ecology, Evolution and Natural Resources 14 College Farm Road, Room 144 New Brunswick, NJ 08901, U.S.
[email protected] Résumé. Le but était de déterminer comment différentes techniques d’élagage affectent le mouvement du tronc chez des chênes verts soumis à des vents d’ouragans. Le mouvement des arbres non élagués face au vent a été comparéà ceux dont la cime avait étééclaircie, réduite ou rehaussée. Vingt arbres ont été soufflés au moyen d’un générateur de vents jusqu’à 45 m/s maintenu pendant 3 minutes. Des senseurs tridi- rectionnels avaient été fixés sur les arbres à différentes hauteurs prédé- terminées le long du tronc pour mesurer sa déflection. L’éclaircissage ou la réduction de cime diminuait le mouvement de la section supérieure du tronc à toutes les vitesses de vents tandis que le rehaussement n’avait ©2008 International Society of Arboriculture
January 2008
Title Name |
Pages |
Delete |
Url |
Empty |
Search Text Block
Page #page_num
#doc_title
Hi $receivername|$receiveremail,
$sendername|$senderemail wrote these comments for you:
$message
$sendername|$senderemail would like for you to view the following digital edition.
Please click on the page below to be directed to the digital edition:
$thumbnail$pagenum
$link$pagenum