Extreme Winds Software: Along-Wind Response of a Tall Building
Input Format (Original Version)
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Introduction
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This page describes the input format for the original version of
the along-wind response of a tall building subjected to a wind load
with mean direction normal to a building face. This version has a
rigid format for the input file.
You should not separate fields with either commas or tabs.
The program expects numeric values and commas will typically
cause an error. Tabs should be avoided because the number of
characters for the various fields may be misleading. That is,
when a tab is entered, you may see this as 3 (or 5 or however many
blank columns your editor inserts for tabs) blank columns. However,
the program will read the tab as a single character. This may cause
the alignment of your data to be incorrect. If your editor does not
display tabs (e.g., some editors optionally allow you to show tabs
as CNTRL-I ("^I")), this can be hard to diagnose.
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Fortran Formats
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The program inputs the data using Fortran formats. In particular,
the following Fortran formats are used:
- Ix - the I signifies the data will be read in integer
format and the "x" specifies the number of digits. So
"I5" specifies an integer value with 5 digits. The integer
value should be right justified.
- Fx.z - the F signifies the data will be read in decimal
format. The "x" specifies the total width of the field and
"z" specifies the number of digits to the right of the
decimal. So F10.3 specifies a real number with a total
field width of 10 characters with 3 digits to the right
of the decimal point. The real value should be right
justified where the format fixes the location of the
decimal point. So for F10.3, the decimal point should
be located in position 7 (of 10). That is, there will
be 3 position to the right of the decimal point and 6
positions to the left of the decimal point. If you
have less than 3 decimal points in your number, the
trailing positions can be left blank. In the F10.3
example, if your data value only has one digit to the
right of the decimal point, positions 9 and 10 can either
be left blank or entered as zeros.
- xX - the X signifies that "x" columns will skipped. So
5X means to skip the next 5 columns.
Note that the program typically uses an F10.0 format for real
numbers. In this case, the total field width is 10 characters.
However, the location of the decimal point can occur any place
in those 10 characters.
Fields that are left blank will be read as zero.
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Line 1 - Program Control Parameters
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Line 1 of the input file contains the following program
control parameters:
- RLIM = The number of modes of vibration used in the
calculations (between 1 and 8).
- IPRINT = Selects one of two options for output printing
by the main program as the approximate integration
progresses from FTILDA = 0 to FTILDA = some cutoff value.
Option 1, obtained by setting IPRINT=1, causes running
information to be printed at each sample value of FTILDA in
the quadrature. Option 2, obtained by leaving IPRINT blank,
suppresses this printing.
These values should be entered with a Fortran 2I5 format.
If this line is blank, this indicates that there is no more
data to be entered.
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Line 2 - Structural Parameters
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Line 2 of the input file contains the following
structural parameters:
- H = Height of building in meters
- BCON = Width of building (i.e., horizontal dimension
perpendicular to wind direction) in meters
- DCON = Depth of building (i.e., horizontal dimension
parallel to wind direction) in meters.
These values should be entered with a Fortran 3F10.0 format.
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Line 3 - Structural Control Parameters
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Line 3 of the input file contains the following
structural control parameters:
- EN(I) = Natural frequencies of the building in modes
1, 2, ... in Hertz.
These values should be entered with a Fortran 8F10.0 format.
The number of values to be entered is given by the RLIM
value entered on Line 1.
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Line 4 - Structural Control Parameters
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Line 4 of the input file contains the following
structural control parameters:
- ZETA(I) = Damping ratios in modes 1, 2, ...
These values should be entered with a Fortran 8F10.0 format.
The number of values to be entered is given by the RLIM
value entered on Line 1.
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Lines 5 and 6 - Structural Control Parameters
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Lines 5 and 6 of the input file contains the following
structural control parameters:
- XMUTAB(J,I) = the ordinates of the i-th modal
shape at specified elevations. Specifically, line 5
is for elevations 0, 1*H/14, 2*H/14, 3*H/14, 4*H/14,
5*H/14, 6*H/14, 7*H/14 and line 6 is for elevations
8*H/14, 9*H/14, 10*H/14, 11*H/14, 12*H/14, 13*H/14,
14*H/14. The value for H is entered on line 2.
If two or more vibration modes (specified by RLIM given
on Line 1) are taken into account in the calculations,
then lines 5 and 6 are repeated for each vibration
mode (i.e., there will be 2*RLIM lines in all).
These values should be entered with a Fortran 8F10.0 format.
Since there are 15 values to be entered for each vibration mode,
8 values will be entered on the first line and 7 values will be
entered on the second line (and then repeated for each vibration
mode).
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Lines 7 and 8 - Structural Control Parameters
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Lines 7 and 8 of the input file contains the following
structural control parameters:
- Line 7 includes the weight of the building per unit height,
XMASS, in Newtons/meter at elevations 0, 1*H/14, 2*H/14,
3*H/14, 4*H/14, 5*H/14, 6*H/14, 7*H/14. Line 8 includes the
weight of the building per unit height, XMASS, in
Newtons/meter at elevations 8*H/14, 9*H/14, 10*H/14, 11*H/14,
12*H/14, 13*H/14, 14*H/14. The value for H is entered on
line 2.
These values should be entered with a Fortran 8F10.0 format.
Since there are 15 values to be entered, 8 values will be entered
on the first line and 7 values will be entered on the second line.
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Line 9 - Micrometerological Parameters
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Line 9 of the input file contains the following micrometerological
parameters:
- ICODE = Selects parameters corresponding to standard
micromereorological conditions for various types of
exposure, as fololows:
- Option ICODE = 1 causes selection of parameters
corresponding to exposure typical of open water.
- Option ICODE = 2 causes selection of parameters
corresponding to exposure typical of open terrain.
- Option ICODE = 3 causes selection of parameters
corresponding to exposure typical of suburbs at
considerable distances from towns, sites in rural
zones sparsely built-up, with trees, hedges, etc.
- Option ICODE = 4 causes selection of parameters
corresponding to exposure typical of towns, densely
built-up suburbs, wooded terrain.
- Option ICODE = 5 causes selection of parameters
corresponding to exposure typical of centers of
large cities.
- Z0 = Roughness length in meters. If left blank, standard
VALUE FOR EXPOSURE CORRESPONDING TO CHOSEN VALUE OF
ICODE WILL BE AUTOMATICALLY SELECTED
- ZPSP = Zero plane displacement in meters. If left blank,
standard ZPSP = 0 will be automatically selected.
- CZ = Exponential decay coefficient for vertical separation
in expression for cross-spectra of longitudinal velocity
fluctuations. If left blank, standard value CZ = 10 will
be automatically selected.
- CY = Exponential decay coefficient for horizontal separation
in expression for cross-spectra of longitudinal
velocity fluctuations. If left blank, standard value
CY = 16 will be automatically selected.
- BETACN = Ratio (RMS of longitudinal turbulent
fluctuations)/(USTAR2). If left blank,
standard value for exposure corresponding to chosen
value of ICODE will be automatically selected.
- F1 = Peak similarity coordinate (see reference 3, equation
9). If left blank standard value F1 = 0.03 will be
automatically selected.
- FS = Value of similarity coordinate beyond which similarity
representation of longitudinal turbulence spectra holds.
(See reference 3, equation 10). If left blank, standard
value FS = 0.2 will be automatically selected.
These values should be entered with a Fortran I5,5X,7F10.0 format.
References pertaining to micrometeorological parameters
used in this program are:
- J. Bietry, c. Sacre, and E. Simiu (1978), "Mean Wind Profiles
and Change of Terrain Roughness," Journal of the
Structural Division, ASCE, pp. 1585-1593.
- B. J. Vickery (1970), "On the Reliability of Gust Loading
Factors," Proceedings of Technical Meeting Concerning Wind
Loads on Buildings and Structures held at the National
Bureau of Standards 1969, Building Science Series 30, National
Bureau of Standards.
- E. Simiu (1974), "Wind Spectra and Dynamic Along-Wind
Response," Journal of the Structural Division,
ASCE, pp. 1897-1910.
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Line 10 - Climatological Parameters
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Line 10 of the input file contains the following climatological
parameters:
- JCODE = If the specified wind speed at 10 meters above
ground in open terrain, U10, is given as a mean hourly
speed in meters/sec., then set JCODE = 1. If U10 is
given as a fastest-mile speed in miles/hour, then set
JCODE = 2.
- U10 = Specified wind speed at 10 m. above ground in open
terrain.
- T = Duration of storms in seconds. If left blank, standard
value T = 3600 sec. will be automatically selected.
- P = Retardation factor (see reference 1 quoted above). If
left blank, standard value will be automatically selected.
These values should be entered with a Fortran I5,5X,3F10.0 format.
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Line 11 - Aerodynamic Parameters
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Line 11 of the input file contains the following aerodynamic
parameters:
- CW = Mean pressure coefficient on windward side. If left
blank, value CW = 0.8 will be automatically selected.
- CL = Absolute value of mean suction coefficient on leeward
side. If left blank, value CL = 0.5 will be
automatically selected.
- RHO = Specific weight of air. If Left blank, value
RHO = 12.258 newtons/meter3 will be automatically
selected.
These values should be entered with a Fortran 3F10.0 format.
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Multiple Datasets
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If several sets of data are used, the above sequence of command lines
can simply be repeated for each set of data. A blank line should
follow the last line of data of the last set of data to indicate
that there is no more data.
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Sample Input File
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The following is a sample input file.
2
317.5 38.1 38.1
.1 .3
.01 .03
.0 .1 .2 .3 .4 .5 .6 .7
.8 .9 1. 1.1 1.2 1.3 1.4
.0 .2 .3 .4 .5 .4 .3 .2
.1 .0 -.1 -.2 -.3 -.4 -.5
4117500. 4117500. 4117500. 4117500. 4117500. 4117500. 4117500. 4117500.
4117500. 4117500. 4117500. 4117500. 4117500. 4117500. 4117500.
5
2 75.
Note that this input file ends with 2 blank lines. The first blank
line is the aerodynamic line (the blank line for this indicates that
default values are used for these parameters) and the second blank
line indicates that there are no additional datasets to process.
Note also that many fields are left blank. These blank fields
indicate that default values should be used.
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Date created: 12/12/2015
Last updated: 04/26/2023
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