I have a usecase diagram with an actor and a usecase and there is an association between the two. I want to get the source and target position of the association on the diagram. I tried considering the SX,SY,EX,EY points of the connector in the PDATA5 column of the t_connector table but it doesn't make sense for most of the connectors as they are 0 in most cases.
Is there any other way to get the positions of the connectors on the diagram?
Well, it's complicated. EA renders connectors internally. In your case you have a plain rendering. So what EA does is to find the centers of the two connected elements by looking at the element positions on the diagram (via t_diagramobjects). As you might know, EA considers all elements to be rectangular. Use cases and actors the same. This is why connectors do not attach to visible borders but swivel around an invisible frame. Now the geometric centers are calculated and the attachment to those frames (which is simple geometry).
You need to look into t_diagramlinks for the connector as well, but only if you shift attachment point or introduce bends. And of course if you have special renderings (like tree style which makes completely different things you can't re-compute (simply)). The geometry will tell how shifts are made. And the path reveals the bends. Again just simple geometry if you have standard Custom Lines being set. For every other line style: you better don't ask.
From DB side:
t_diagramlinks.geometry (SX,SY)(EX,EY)=(0,0)(0,0) - probably the line from the center of the object to the center. EDGE - where the connector starts (1 top, 2 right, 3 bottom,4 left) from the source object, t_diagramlinks.path - additional break points etc.
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I've created a base layer and 6 different overlay (Points of Interest) layers for a leaflet map.
The base layer of markers can appear on the map almost anywhere in the world, but I want the POI layers to appear only if they are in the same area (mapBounds) of the base layer. Probably the screen size.
All the data is pulled from a MySQL database and using Ajax I create the various sets of markers from two different tables, base and poi. This much is all done and working, you can see it at https://net-control.us/map2.php. The green and blue markers are from the base table, other markers are currently selected for view by clicking on the appropriate icon in the lower right. The only one active at the moment is 'Fire Station'. But if you zoom out far enough you will see additional fire stations in the Kansas City area, and in Florida. Those sets are not needed.
After the query runs I create a fitBounds variable of the base layer and another poiBounds for the poi layer. But I'm not sure I need the poiBounds. The number of base markers is generally less than 50 for the base query, but if all the poi markers are pulled world wide that number could be very large.
So I'm hoping someone can help me determine a best practice for this kind of scenario and maybe offer up an example of how it should be done. Should I...
1) Download all POIs and not worry about them appearing outside the base bounds layer? Should I inhibit them from showing in the javascript or in the SQL? How?
2) If I inhibit the unwanted points from SQL do I test one POI at a time to see if its included in the base bounds? How? Are there MySQL functions perhaps to work with this kind of data?
I'm fairly new at leaflet maps and would appreciate examples if appropriate.
2) If I inhibit the unwanted points from SQL do I test one POI at a time to see if its included in the base bounds? How? Are there MySQL functions perhaps to work with this kind of data?
You probably want a column of type POINT, a spatial index on such column (which internally is likely to be implemented as an R-Tree), and spatial relation functions on your SQL query to make use of that index.
Start by reading https://dev.mysql.com/doc/refman/8.0/en/spatial-types.html. Take your time, as spatial databases, spatial data types and spatial indices work a bit differently than their non-spatial equivalents.
I am quite new with Anylogic.
I am trying to model a simple conveyor system.
I would like my conveyor to accumulate until the conveyed objects touch each other.
I have set the "gap" parameter of the conveyor to zero, but the objects accumulate with a pitch of (apparently) one meter ?
Am I missing something ?
Please have a look to the model:
https://cloud.anylogic.com/model/3af9fc14-8677-4171-9191-52614703bef6?mode=SETTINGS
If you have a custom agent, you can set it to type Material Item (1). You can then set the dimensions at the class level (2), and AnyLogic gives you this nice visual aid to see how big your item is (3). This visual is nice, because then you can draw your shapes for animation purposes to match the size.
This approach would be for components that do not change in size, like pallets or consistent parts in a manufacturing environment. For material items that have varying sizes, like boxes in a DC, I would probably use the source solution Ben suggested.
You can set the size of your agents in several places. Best one for you is likely in the Sourceblock when you create your object agents. Tick the "change dimension" tickbox as below:
In your conveyor, you can override/adjust the length again if you like:
I've read the document but still confused of them, could any guy can give me a clearly explaining, e.g.any image comparison? Thanks.
The Wikipedia article on Pathfinding might help, as might the related topics on graphs and graph search algorithms linked from there. Beyond that, here's an attempt at a quick explainer.
Nodes are places that someone can be, and their connections to other nodes define someone can travel between places. Together, a collection of (connected) nodes form a graph.
GKGraphNode is the most general form of node — these nodes don't know anything about where they are in space, just about their connections to other nodes. (That's enough for basic pathfinding, though... if you have a graph where A is connected to B and B is connected to C, the path from A to C goes through B regardless of where those nodes are located, like below.)
GKGraph is a collection of nodes, and provides functions that work the graph as a whole, like the important one for finding paths.
GKGridGraphNode and GKGraphNode2D are specialized versions of GKGraphNode that add knowledge of the node's position in space — either integer grid space (like a chessboard) or open 2D space. Once you've added that kind of information, a GKGraph containing these kinds of nodes can take distance into account when pathfinding.
For example, look at this image:
If we're just using GKGraphNode, all we're talking about is which nodes are connected to which. So if we ask for the shortest path from A to D, we can get either ACD or ABD, because it's an qual number of connections either way. But if we use GKGridGraphNode or GKGraphNode2D, we're looking at the lengths of the lines between nodes, in which case ACD is the shortest path.
Once you start locating your nodes in (some sort of coordinate) space, it helps to be able to operate on the graph as a whole in that space. That's where GKGridGraph and GKObstacleGraph come in.
GKGridGraph works with GKGridGraphNodes and lets you do things like create a graph to fill a set of dimensions (say, a 10x10 grid, with diagonal movement allowed) instead of making you create and connect a bunch of nodes yourself.
GKObstacleGraph adds more to free-2D-space graphs by letting you mark areas as impassable obstacles and automatically managing the nodes and connections to route around obstacles.
Hopefully this helps a bit. For more, besides the reference docs and guide, Apple also has a WWDC video that shows how this stuff works.
It's possible to define a shape for a stereotype in Enterprise Architect. How is it possible to specify an exact point on that shape to link incoming/outgoing connectors?
For example, connectors can be linked to a "Gateway" only on its corners, not to any other position on the edges. How are those corners defined as the only entry/exit point?
I don't think you can. I'm not aware of any shape script properties you can set to achieve this.
The BPMN Gateway is a stereotyped UML Decision, and the connectors-at-corners-only behaviour is inherited from that (you can test this in a regular Activity diagram). I think EA handles these differently from other elements in a way which cannot be controlled from a shape script.
Of course, you can always create your own Decision stereotype and get the same result, but semantically that might not be what you're after.
I want to ask about jelly physics ( http://www.youtube.com/watch?v=I74rJFB_W1k ), where I can find some good place to start making things like that ? I want to make simulation of cars crash and I want use this jelly physics, but I can't find a lot about them. I don't want use existing physics engine, I want write my own :)
Something like what you see in the video you linked to could be accomplished with a mass-spring system. However, as you vary the number of masses and springs, keeping your spring constants the same, you will get wildly varying results. In short, mass-spring systems are not good approximations of a continuum of matter.
Typically, these sorts of animations are created using what is called the Finite Element Method (FEM). The FEM does converge to a continuum, which is nice. And although it does require a bit more know-how than a mass-spring system, it really isn't too bad. The basic idea, derived from the study of continuum mechanics, can be put this way:
Break the volume of your object up into many small pieces (elements), usually tetrahedra. Let's call the entire collection of these elements the mesh. You'll actually want to make two copies of this mesh. Label one the "rest" mesh, and the other the "world" mesh. I'll tell you why next.
For each tetrahedron in your world mesh, measure how deformed it is relative to its corresponding rest tetrahedron. The measure of how deformed it is is called "strain". This is typically accomplished by first measuring what is known as the deformation gradient (often denoted F). There are several good papers that describe how to do this. Once you have F, one very typical way to define the strain (e) is:
e = 1/2(F^T * F) - I. This is known as Green's strain. It is invariant to rotations, which makes it very convenient.
Using the properties of the material you are trying to simulate (gelatin, rubber, steel, etc.), and using the strain you measured in the step above, derive the "stress" of each tetrahdron.
For each tetrahedron, visit each node (vertex, corner, point (these all mean the same thing)) and average the area-weighted normal vectors (in the rest shape) of the three triangular faces that share that node. Multiply the tetrahedron's stress by that averaged vector, and there's the elastic force acting on that node due to the stress of that tetrahedron. Of course, each node could potentially belong to multiple tetrahedra, so you'll want to be able to sum up these forces.
Integrate! There are easy ways to do this, and hard ways. Either way, you'll want to loop over every node in your world mesh and divide its forces by its mass to determine its acceleration. The easy way to proceed from here is to:
Multiply its acceleration by some small time value dt. This gives you a change in velocity, dv.
Add dv to the node's current velocity to get a new total velocity.
Multiply that velocity by dt to get a change in position, dx.
Add dx to the node's current position to get a new position.
This approach is known as explicit forward Euler integration. You will have to use very small values of dt to get it to work without blowing up, but it is so easy to implement that it works well as a starting point.
Repeat steps 2 through 5 for as long as you want.
I've left out a lot of details and fancy extras, but hopefully you can infer a lot of what I've left out. Here is a link to some instructions I used the first time I did this. The webpage contains some useful pseudocode, as well as links to some relevant material.
http://sealab.cs.utah.edu/Courses/CS6967-F08/Project-2/
The following link is also very useful:
http://sealab.cs.utah.edu/Courses/CS6967-F08/FE-notes.pdf
This is a really fun topic, and I wish you the best of luck! If you get stuck, just drop me a comment.
That rolling jelly cube video was made with Blender, which uses the Bullet physics engine for soft body simulation. The bullet documentation in general is very sparse and for soft body dynamics almost nonexistent. You're best bet would be to read the source code.
Then write your own version ;)
Here is a page with some pretty good tutorials on it. The one you are looking for is probably in the (inverse) Kinematics and Mass & Spring Models sections.
Hint: A jelly can be seen as a 3 dimensional cloth ;-)
Also, try having a look at the search results for spring pressure soft body model - they might get you going in the right direction :-)
See this guy's page Maciej Matyka, topic of soft body
Unfortunately 2d only but might be something to start with is JellyPhysics and JellyCar