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		<title>ConvertBot: Covers spatial coordinate systems and reference frames.</title>
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		<updated>2020-04-27T18:39:29Z</updated>

		<summary type="html">&lt;p&gt;Covers spatial coordinate systems and reference frames.&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;&amp;lt;div style=&amp;quot;background-color: #eef9ff; border: 1px solid #999; padding: 10px;&amp;quot;&amp;gt;[[NXM_Help|&amp;amp;uarr; ''Go to the full list of NXM Help pages'']].&amp;lt;/div&amp;gt;&lt;br /&gt;
&amp;lt;onlyinclude&amp;gt;&lt;br /&gt;
&amp;lt;p&amp;gt;&lt;br /&gt;
'''Summary:''' Covers spatial coordinate systems and reference frames.&lt;br /&gt;
&amp;lt;/p&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The systems modeling facilities in NeXtMidas are designed to manipulate data&lt;br /&gt;
describing objects moving in 3-dimensional space and the propagation of&lt;br /&gt;
electromagnetic energy.  Although the design requirements are quite focused,&lt;br /&gt;
the tools developed to support these functions are generally applicable to a&lt;br /&gt;
variety of problems.  These tools include:&lt;br /&gt;
&lt;br /&gt;
# Type 3000/5000 record oriented files&lt;br /&gt;
# Mechanisms for defining or manipulating absolute or relative event times&lt;br /&gt;
# Coordinate system transformations&lt;br /&gt;
# General arithmetic operations on 3 element data items (x,y,z)&lt;br /&gt;
&lt;br /&gt;
The basis for mathematical operations in the systems modeling package (SMP)&lt;br /&gt;
is the vector data atom.  Typically, signal processing primitives are coded to&lt;br /&gt;
interpret either scalar (real) or complex data atoms.  Spatial quantities,&lt;br /&gt;
when expressed as 3 component atoms, are call vector atoms.  The SMP also makes&lt;br /&gt;
use of the matrix (3x3) atom and the transmatrix (4x4) atoms.&lt;br /&gt;
&lt;br /&gt;
There are a number of operations that can be performed on or with vector atoms:&lt;br /&gt;
&lt;br /&gt;
# Scaling of magnitude&lt;br /&gt;
# Rotation of direction&lt;br /&gt;
# Translation of origin&lt;br /&gt;
# Addition/Subtraction of two vectors&lt;br /&gt;
# Scalar product (aka inner/dot product) of two vectors&lt;br /&gt;
# Vector product (aka outer/cross product) of two vectors&lt;br /&gt;
&lt;br /&gt;
Conceptually, all of these operations are independent of the vector's expressed&lt;br /&gt;
representation.  However, to obtain meaningful numeric results from operations&lt;br /&gt;
involving two or more vectors, they must be expressed in the same coordinate&lt;br /&gt;
system, engineering units, and frame of reference.  While the choice of&lt;br /&gt;
representation is entirely arbitrary, sometimes the convenience of a particular&lt;br /&gt;
form is so overwhelming compared to others as to make it almost (but never&lt;br /&gt;
quite) mandatory.&lt;br /&gt;
&lt;br /&gt;
For a particular application, different elements of a problem may be expressed&lt;br /&gt;
more conveniently in different representations.  It is this fact that motivates&lt;br /&gt;
one to have the capability to convert easily among different representations.&lt;br /&gt;
&lt;br /&gt;
NeXtMidas recognizes two types of ENGINEERING UNITS:&lt;br /&gt;
&lt;br /&gt;
#  ENGLISH&lt;br /&gt;
#  METRIC&lt;br /&gt;
&lt;br /&gt;
The specific units are associated with a numeric key as defined by the&lt;br /&gt;
Util.unitsName() routine.  However, the angular components of a vector&lt;br /&gt;
are ALWAYS in units of degrees.  The units keys are for the distance&lt;br /&gt;
components of the vector only.&lt;br /&gt;
&lt;br /&gt;
NeXtMidas recognizes four types of COORDINATE SYSTEMS:&lt;br /&gt;
&lt;br /&gt;
# Cartesian (x,y,z)&lt;br /&gt;
# Spherical (R,theta,phi)&lt;br /&gt;
# Cylindrical (R,theta,h)&lt;br /&gt;
# Geodetic (alt,lat,lon)&lt;br /&gt;
&lt;br /&gt;
NeXtMidas recognizes five standard types of REFERENCE FRAMES:&lt;br /&gt;
&lt;br /&gt;
# NULL - not applicable to problem&lt;br /&gt;
# ECR  - Earth Centered Rotational (X&amp;amp;Y in equatorial plane at 0 and 90&lt;br /&gt;
#: degrees East respectively, and Z north along rotational axis)&lt;br /&gt;
# ECI  - Earth Centered Inertial (X towards vernal equinox, Y 90 degrees&lt;br /&gt;
#: east of X, and Z north along rotational axis)&lt;br /&gt;
# TOPOCENT - X due South in local horizon, Y east in horizon plane, and&lt;br /&gt;
#: Z perpendicular (up) to local horizon&lt;br /&gt;
# TOP  - X due East in local horizon, Y north in horizon plane, and&lt;br /&gt;
#: Z perpendicular (up) to local horizon.  This system is then&lt;br /&gt;
#: augmented by a specified azimuth rotation, elevation angle,&lt;br /&gt;
#: and roll angle.&lt;br /&gt;
&lt;br /&gt;
If the reference name does not match one of these recognized names, it is&lt;br /&gt;
assumed to be a CUSTOM frame of reference frame as defined by a special&lt;br /&gt;
type 5000 file of that name with the appropriate transformation matrices.&lt;br /&gt;
&lt;br /&gt;
The TRANSMATRIX is defined as follows&lt;br /&gt;
&lt;br /&gt;
 A = a11 a12 a13   b1  s1&lt;br /&gt;
 a21 a22 a23   b2  s2&lt;br /&gt;
 a31 a32 a33   b2  s2&lt;br /&gt;
&lt;br /&gt;
where the columns are contiguous in memory.  This leads to a matrix&lt;br /&gt;
transformation of the form  y = Ax.&lt;br /&gt;
&lt;br /&gt;
 y1  =  a11*x1 + a12*x2 + a13*x3  + b1&lt;br /&gt;
 y2  =  a21*x1 + a22*x2 + a23*x3  + b2&lt;br /&gt;
 y3  =  a31*x1 + a32*x2 + a33*x3  + b3&lt;br /&gt;
&lt;br /&gt;
The S term is currently unused. It is for a scaling factor.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;/onlyinclude&amp;gt;&lt;br /&gt;
[[Category:NXM_Help]]&lt;/div&gt;</summary>
		<author><name>ConvertBot</name></author>
		
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