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$$$$ EC8ACSIS NOTICE  CHAT      11/09/12    21:15:58     7124           
                                             DATE     11/09/12
                                             
  Procedure EC8ACSIS                       Voir aussi :
    ------------------   
    RS = EC8ACSIS TAB1;
 

    Description :
    -------------
 
  a)
 
    Generation of a spectrum of response RS (EVOLUTION type object
    composed of a single curve) according to EUROCODE instructions
    number 8 and TAB1 parameters (TABLE type object).
 
    EUROCODE 8 suggests an evolution with the following period :
 
     0  < T  < T1       Be = 1 + T/T1 * (B0-1)
 
     T1 < T  < T2       Be = B0
 
     T2 < T             Be = (T2/T)**K * B0
 
    Be(B0) being the spectrum of standard acceleration response,
    for a 5% damping, RS can be obtained by inputting the soil
    maximum acceleration Ag and Khi damping value (<.7) :
 
                        RE =  Ag * Be(nu*B0)  nu=(.05/Khi) **.5
 
    The code must be completed for high periods. For standard grounds
    the displacement is limited :
 
                         d < dmax = (Ag/g) * D0
 
    in which g is the gravity acceleration.
 
    In this case, RE will be defined by dmax multiplied by the
    amplification factor for high periods AMPF (AMPF =1.4).
 
 
    Series of data (T1,T2,B0,K and D0) are allowed for grounds of
    A, B or C type.
 
    The spectrum RS is generated on a grid of period ranging
    between TINI (T2).
 
 b)
 
    Generation of a spectrum of response RS for using all the linear
    analyses. In this case, B0 is divided by the behavior factor
 
                        B0 = B0 / Q
 
    and by T > T2, the condition of constant displacement is not
    imposed i.e.
 
                        RE =  Ag * Be(Eta*B0/Q)
 
    condition on RE :
 
                        RE >= 0.2 Ag
 
 
    compulsory parameters :
    ------------------------
 
    The parameters are contained in TAB1 (TABLE type object).
 
    index  pointed object    comments
             type
 
     TYPE   MOT          indicating the type of spectrum i.e.
 
                         a) 'GSIG' (spectrum of response for the
                            generation of artificial signals)
 
                         b) 'ALIN' (spectrum of response for linear
                            analysis (linear analysis design spectra)).
                            In this case, supplying the behavior factor
                            Q in the table is compulsory
 
     Q      FLOTTANT     indicating the value of the behavior
                         coefficient if TYPE equals 'ALIN'.
 
     AG     FLOTTANT     indicating Ag (cm/s/s).
 
     SOIL   MOT          indicating the type of ground
                         'A' 'B' or 'C'
       ou
 
     T1
     T2     FLOTTANT     indicating T1, T2 and B0.
     B0
 
     TINI
     TFIN   FLOTTANT     giving TINI and TFIN.
 
    optional parameters :
    ---------------------
 
    The parameters are contained in TAB1 (TABLE type object).
 
    index  pointed object   comments
             type
 
    K       FLOTTANT     referring to K (default = 1
                         leading to a constant velocity)
 
    D0      FLOTTANT     referring to D0
                         (default = no limitation).
 
    AMOR    FLOTTANT     referring to Khi (default = 0.05)
 
    GRAN    MOT          referring to the response physical
                         magnitude: 'A'(cceleration), 'V'(itesse)
                         (velocity) or'D'(eplacement relatif)
                         (relative displacement).
                         The default is 'A'.
 
    ABSC    MOT          referring to the abscissa physical
                         magnitude: 'PERI'(ode) (period) or
                        'FREQ'(uence) (frequency).
                         The default is 'PERI'.
 
    N       ENTIER       referring to the number of points on the
    NP'     ENTIER       spectrum branches beyond T2
                         (default = 25).
 
 
 

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