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    Cet organigramme prsente, de manire simpli fie, des procdures exhaustives de

    dtermination des charges de vent dans un btiment mult i-tag.

    Organigramme : Evaluation des charges de vent

    SF011a-FR-EU

    Organigramme : Evaluation des charges de vent

    Dbut

    Calcul de la vitesse

    de rfrence du vent

    vb = cdirx csaisonx vb,0

    EN 1991-1-4

    6.2 et 6.3

    EN 1991-1-4

    4.2

    Carte europenne

    des vents

    (Annexe Nationale)

    Dterminer le

    coefficient structural

    Dterminer les

    coefficients de

    pression interne

    cpi

    EN 1991-1-4

    7.2.2 et 7.2.3

    EN 1991-1-4

    7.2.9

    Dterminer la pression du vent

    we = qp(ze) x cpe [kN/m]

    wi = qp(zi) x cpi [kN/m]

    EN 1991-1-4

    5.3 (3)

    Fin

    Dterminer la

    pression dynamique

    de pointe

    Dterminer les

    coefficients de

    pression externe

    cpe,J

    Dterminer les efforts dus au

    vent=

    surfaces

    refedswe AwccF

    =surfaces

    refiwi AwF

    vb

    qp(z)

    cs, cd

    Donnes

    Donnes

    b, h, d

    EN 1991-1-4

    4.5

    Habituellement, pour les btiments

    multi-tags, cpi= 0

    La valeur recommande

    pour cdirand csaison is 1,0

    cset cdsont habituellement pris comme tant gaux 1,0

    frepfrfr )( AzqcF =

    EN 1991-1-4

    7.5 (3)-(4)

    cpe,ii =de A J

    cpi

    1

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    Considrer le btiment en plusieurs parties

    Considrer le btiment en deux parties

    Calculer la vitesse moyenne du

    vent

    Organigramme : Evaluation des charges de vent

    SF011a-FR-EU

    Dtermination de la pression dynamique de pointe

    Dterminer le

    coefficient de

    rugosit cr(z)

    Dterminer

    le coefficient

    d'orographie

    co(z)

    Dterminer le

    coefficient de

    turbulence kI

    Dterminer la

    longueur de

    rugosit z0

    Calculer l'intensit des turbulences

    o z = min (z, zmin)borm )()()( vzczczv =

    )/ln()()(

    0o

    IV

    zzzc

    kz

    =l

    Calculer la pression dynamique de pointeEN 1991-1-4

    4.5 eq. (4.8)

    EN 1991-1-4

    4.3.2EN 1991-1-4

    4.3.3

    Annexe

    Nationale

    EN 1991-1-4

    Tableau 4.1

    EN 1991-1-4

    4.3 eq. (4.3)

    EN 1991-1-4

    4.4 eq. (4.7)

    Dbut

    Calculer le rapport h/b

    bh

    bhb 2

    Le btiment peut tre considr comme tant

    d'un seul tenant

    Dterminer les donnes

    cr(z), co(z), kI, z0

    cr(z), co(z),

    kI, z0

    Retour

    pour les btiments

    situs sur une colline,

    sinon co(z) = 1,0

    Valeur

    recommande

    kl = 1,0

    typique pour les btiments

    multi-tags

    )(2

    2

    1)](71[)( mVp zvzzq += l

    2

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    Organigramme : Evaluation des charges de vent

    SF011a-FR-EU

    Dtermination des coefficients de pression externe

    Calculer le rapport e/det

    diviser les murs en zones :

    A, B, C, D et E

    de < de de 5

    EN 1991-1-4

    Tableau 7.1

    Dterminer les valeurs

    recommandes cpedes

    coefficients de pression externe

    pour les murs verticaux des

    btiments plan rectangulaire

    Diviser la toiture en

    zones : F, G, H, I

    valable pour toits plats

    avec -5 < < 5

    EN 1991-1-4

    Tableau 7.2Dterminer les coefficients

    de pression externe cpepour toits plats

    Dbut

    Retour

    EN 1991-1-4

    7.2.2

    EN 1991-1-4

    7.2.3

    A > 10 m

    cpe,i = cpe,10

    1 A

    cpe,i = cpe,1

    Dterminer lasurface charge

    A [m]

    cpe,i

    Coefficients de pression

    pour les toitures

    NOTE : position des zones pour une toiture plate

    typique pour les btiments

    multi-tags

    e = min (b, 2h)

    b est la longueur de

    la faade perpendiculaire

    la direction du vent

    e = min (b, 2h)

    b est la longueur de

    la faade perpendiculaire

    la direction du vent

    REMARQUE : Si la pente de

    la toiture est > 5, voir SF014

    vent

    ventvent

    vent

    3

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    TITRE DE LA RESSOURCE

    Rfrence(s)

    Organigramme : Evaluation des charges de vent

    DateNom

    Enregistrement de la qualit

    Socit

    Cr par

    13/07/05Gerhard Sedlacek RWTHContenu technique vrifi par

    Contenu rdactionnel vrifi par

    DOCUMENT TRADUIT

    Traduction ralise et vrifie par :

    Ressource traduite approuve par

    Organigramme : Evaluation des charges de vent

    SF011a-FR-EU

    Contenu technique approuv par les

    partenaires STEEL :

    1. Royaume-Uni

    2. France

    3. Sude

    4. Allemagne

    DOCUMENT ORIGINAL

    Ressource approuve par le

    Coordonnateur technique

    24/10/05G W Owens SCI

    18/10/05A Bureau CTICM

    21/10/05A Olsson SBI

    14/10/05C Mller RWTH

    5/06/06G W Owens SCI

    15/03/06eTeams International Ltd.

    09/05/06A. Bureau CTICM

    5. Espagne 19/10/05J Chica Labein

    29/06/05Matthias Oppe RWTH

    4