RM Analyzer Help

Load Definition > Wind

Definition of Wind Profiles. They contain information on wind strength and distribution (mean wind velocity as a function over the height) for static wind analyses, and information on turbulence intensity and distribution for dynamic wind analyses.

The different wind profiles can be assigned to the respective load cases for static calculations and/or to the respective dynamic wind calculation actions.

Note: The mean wind direction is directly specified in the load case definition menu or in the parameter definition menu of the respective dynamic wind action. Defining direction dependent wind profile parameters is not possible. Separate wind profiles have to be specified for the different wind directions to be investigated, if the design wind speed and/or turbulence details different.
SettingDescription
Upper Table: Table of Wind profiles
SettingDescription
Wind No. Number of the wind profile
Integration Keyword specifying the calculation method
  • Fast: Approximate calculation with constant spectral density in the frequency interval
  • Exact: Key for applying exact integration
Result Type  Type of the results of the dynamic calculation
  • RMS: Standard deviation (root mean square values) from the static stressing state
  • Peak: Peak values of the deviation amplitudes
Calculation rule Rule for superimposing the contributions of the different modes
  • ABS: Summation of absolute values of the amplitudes (full correlation)
  • SRSS: Pythagorean addition (no correlation between the different modes)
  • DSC: Superposition with correlation factors according to Newmark/Rosenblueth
  • CQC: Complete Quadratic Combination (correlation factors according to Der Kiureghian)
  • CQCX: As CQC, but additional consideration of the sign of the contribution
Note: For details on mode superposition see RM User Guide, chap. 14.3.1.
Duration Duration of the event (Peak value calculation)
Lower Tables: Edit windows for parameters of the active wind profile For details on wind profile parameters see RM User Guide, chap. 14.3.1.
Description Descriptive text for the wind profile
General parameters Basic Parameters as shown in the upper table and described above, additionally:
SettingDescription
Y0 Y coordinate of the ground surface (terrain level) in the model coordinate system
Seed Initial random phase number (time history) each time history run with WINDD action will use a fix constant random seed for random phases generation
  • Default=0; the default seed value will always generate a unique set of random phases at different computer clock times (this changes even in seconds).
  • Positive integer=1,2,3,…; The set of random phases in this case will only change with the change in input seed else program will always generate the same set of random numbers. These random numbers can be seen in TINT output excel for nodes chosen for output.
Frequency discretization
  • DEFAULT: Non-equidistant predefined discretization. This is a default discretization with 512 frequencies and is calibrated to give accurate results for different project results.
  • >0: Equidistant frequency discretization intervals are inputted. A balance between computationally performance and accuracy can be searched.
  • Table name: User defined discretization is defined in variables table. A column-A defines a frequency range and column-B defines descreitization.
Mean velocity

Type of the distribution over the height above ground level (Yg)

  • Constant: Constant wind speed over the height above ground level
  • Exponential law: Exponential distribution of the wind speed over the height

    (V(y)=Vref*Cc*(Yg/Yref)Alpha)

  • Swedish: Distribution in accordance with the Swedish design code
  • Logarithmic: Distribution with logarithmic and linear component
  • Logarithmic gust: Purely logarithmic distribution

For Constant distribution:

SettingDescription
Windd. Density of the air (in t / length_unit^3)
Cc Climate factor (multiplier of the specified wind velocity)
Vc Wind velocity (basic design value)

For Exponential law:

SettingDescription
Windd. Density of the air (in t / length_unit^3)
Cc Climate factor (multiplier of the specified wind velocity)
Vref Wind velocity (basic design value at level Yref above ground level)
T Time interval for averaging (currently not used)
Alpha Exponent in the case of an exponential distribution law
Yref Reference height (above terrain level) for exponential distribution

For Swedish requirements:

SettingDescription
Windd. Density of the air (in t / length_unit^3)
Cc Climate factor (multiplier of the specified wind velocity)

For logarithmic distribution and logarithmic gust:

SettingDescription
kt Surface factor
Vb Base velocity
Alpha Factor (for logarithmic distribution)
fy Slope of the linear component of "logarithmic" distribution (in m/s per m) (for logarithmic distribution)
Yr Roughness parameter of the ground surface (length value)
Turbulence Intensity

Type of the distribution over the height above ground level

  • Constant turbulence: Turbulence intensity is constant over the height
  • Inverse prop. to velocity: Turbulence intensity is inverse proportional to the wind speed
  • Swedish: Turbulence intensity in accordance with the Swedish design code
  • Inverse logarithmic: Inverse logarithmic distribution of the turbulence intensity

For Constant turbulence, Inverse prop. to velocity and Inverse logarithmic:

SettingDescription
w-long. Turbulence intensity in wind direction (dimensionless)
w-vert. Turbulence intensity in vertical direction (normal to the wind direction)
w-lateral Turbulence intensity in horizontal lateral direction (normal to the wind direction)

For Inverse prop. to velocity:

SettingDescription
Vref Reference wind speed (for inverse proportional distribution (w = w * Vref/v))

For Inverse logarithmic:

SettingDescription
Yr Roughness parameter of the ground surface (length value)

For Sweden:

SettingDescription
Dir. factor 1.0 for wind in bridge longitudinal direction, 0.58284 for across wind

Switch for graphical presentation

SettingDescription
Turbulence intensity Presentation of the turbulence intensity in the graphics window
Standard deviation Presentation of the standard deviation in the graphics window
Gust factor For factorizing the mean wind in static calculations defined with WINDG. The gust factor is defined as a function of the height above ground.

Constitutive law for calculating the gust factor:

SettingDescription
Prop. to turb. intensity The gust factor GF is calculated proportional to the turbulence intensity with using the formula as specified in Eurocode EN 1991-1-4, section 4.5: GF =[1+Factor*Iv(z)]  with Iv turbulence intensity in mean wind direction and z = height above ground.
Factor Factor for multiplying the turbulence intensity in the formula for calculating the gust factor GF

Default: 7.0 (in accordance with EN 1991-1-4) GF =[1+7*Iv(z)]

Wind Power Spectrum

Type of the spectrum (Please see chapter 7 in RM Analyzer user guide, wind profile, for complete description of each power spectra.)

  • Constant (white noise): All frequencies have the same spectral density
  • Kaimal: Distribution of the spectral density according to Kaimal
  • Karman: Distribution of the spectral density according to Karman
  • Sweden: Energy density spectrum according to Swedish guidelines

For constant spectral density:

SettingDescription
w-long. Wave length in in wind direction [length unit]
w-vert. Wave length in vertical direction (normal to the wind direction)
w-lateral Wave length in horizontal lateral direction (normal to the wind direction)

For Kaimal and Karman Spectra:

SettingDescription
l-long. Reference wave length in in wind direction [length unit]
l-vert. Reference wave length in vertical direction (normal to the wind direction)
l-lateral Reference wave length in horizontal lateral direction (normal to the wind direction)
Eps Exponent (only for Kaimal distribution type)

For Swedish spectrum

SettingDescription
Int-length Integral length scale [length unit]
Coherence data

Type of the coherence behavior

  • Full coherence: Maximum turbulence can occur simultaneously everywhere in space
  • Exponential: Description of the behavior by a matrix of decay coefficients
  • Krenk: Coherence according to Swedish design code (Sweden)
  • No Coherence (only TINT): This option is used for generating non coherent wind buffeting loads only for wind buffeting in time domain for uncorrelated time series calculation.

For Exponential:

SettingDescription
Dir. U > Distance Long. U, V, W Coherence parameters are defining Krenk decay function.
Dir. V > Distance Long. U, V, W Rows are defining wind fluctuation distances, where column are defining the space distance relative wind coordinate system.
Dir. W > Distance Long. U, V, W For more detail follow the User Guide.

U- is in wind direction.

V- is vertical wind direction.

W- horizontal wind direction, perpendicular to U-V plane

For Krenk:

SettingDescription
Dir. U > Coefficients b, c Coherence parameters are defining Krenk decay function.
Dir. V > Coefficients b, c Rows are defining wind fluctuation distances, where column are defining the space distance relative wind coordinate system.
Dir. W > Coefficients b, c . For more detail follow the User Guide.
Int-Length Integral length scale used in Krenk formulation.

U- is in wind direction.

V- is vertical wind direction.

W- horizontal wind direction, perpendicular to U-V plane