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examine 2d manualThe program is interactive and easy to use, and is ideal for performing quick parametric analysis, preliminary design and as a teaching tool for numerical stress analysis in a geotechnical context. This quick start tutorial will introduce you to the basic features of Examine2D, and demonstrate how easily a model can be created and analyzed. Examine2D is designed to be a quick and simple-to-use parametric analysis tool for investigating the influence of geometry and in-situ stress variability on the stress changes in rock due to excavations. The induced stresses in the plane of the analysis can be viewed by means of stress contour patterns in the region surrounding the excavations. Some important limitations of the program which should be considered when interpreting Examine2D output are described below. The assumption of plane strain means that the modeled excavation is of infinite length normal to the plane section of the analysis. In practice, as the out-of-plane excavation length becomes less than five times the largest cross-sectional dimension, the stress changes calculated by Examine2D begin to show some exaggeration since the real stress flow around the ends of the excavation is not taken into account. All of the stress is forced to flow around the excavation parallel to the analysis plane. This exaggeration becomes more pronounced as the out-of-plane length approaches the same magnitude as the in-plane dimensions. As long as this effect is kept in mind, the analysis may still yield useful insight into behavioral trends in these cases. The elastic boundary element analysis used in Examine2D dictates that the material being modeled is assumed to be: homogenous isotropic or transversely isotropic linearly elastic Obviously, most of the rock masses which will be modeled possess none of these properties. The degree to which the actual rock mass being modeled deviates from these assumed properties should be kept in mind when interpreting Examine2D output.http://decamiones.com/userfiles/eca-sinters-loop-controller-manual.xml

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Examine2D v.7.0 Tutorial Manual Quick Start Tutorial 1-3 The displacements shown by Examine2D are meant to qualitatively illustrate regional deformation trends only. The actual values of the displacements calculated by Examine2D include only the elastic displacements due to the excavation. This, in reality, may constitute a very small component of the actual measured displacements in the field. In weak broken rock, the actual magnitude of displacements may be several orders of magnitude greater than the calculated elastic values. In addition, the calculated displacements depend directly on the value of the Deformation (Young's) Modulus for the rock mass, a value difficult to estimate. The practice of performing multiple analysis runs using a range of stress and material properties to study the effect of each parameter is a prudent one in all cases. In short, Examine2D is a powerful but, nevertheless, limited tool. Like all numerical models, it should be used to enhance and supplement, but never to replace, common sense and good engineering judgement. New FileStart the Examine2D program by double-clicking on the Examine2D icon in your installation folder. Or from the Start menu, select Programs Rocscience Examine2D 7.0 Examine2D. If the Examine2D application window is not already maximized, maximize it now, so that the full screen is available for viewing the model. Note that when Examine2D is started, a new blank document is already opened, allowing you to begin creating a model immediately. Examine2D v.7.0 Tutorial Manual Quick Start Tutorial 1-4 Project SettingsThe Project Settings option is used to configure the main analysis parameters for your model (e.g. Units, Field Stress Type, Strength Criterion etc). Select Project Settings from the toolbar or the Analysis menu. Select: Analysis Project SettingsYou will see the Project Settings dialog. Select the Project Summary tab in Project Settings. Enter Examine2D Quick Start Tutorial as the Project Title.http://epoptavky.com/is/images/FCKeditor/ecabinet-2100-manual.xml You can specify the Author and Company in the Preferences dialog in the File menu, so that this information always appears by default in the Project Summary in Project Settings, for new files. Select OK to close the Project Settings dialog, and save the selections you have made. Examine2D v.7.0 Tutorial Manual Quick Start Tutorial 1-6 Add Excavation BoundaryNow lets add an Excavation Boundary. Select Add Excavation from the toolbar or the Boundaries menu. Select: Boundaries Add ExcavationEnter the following coordinates in the prompt line at the bottom right of the screen. Note that arcs in Examine2D are actually made up of a series of straight line segments. The Arc option and other useful shortcuts are also available in the rightclick menu, while you are defining a boundary. Examine2D v.7.0 Tutorial Manual Quick Start Tutorial 1-7 Stress GridBy default, Examine2D automatically generates a Stress Grid, and computes the boundary element analysis, as soon as the first excavation is created. The Stress Grid defines a grid of points at which stresses and other results are computed. The contours are generated within the Stress Grid from the results computed at the stress grid points. (The Stress Grid is the square bounding box which contains the contours). You should now see contours of Sigma 1 (major principal stress) as shown in the following figure. Figure 1: Sigma 1 contours around excavation.NOTE: The automatic Stress Grid options are configured in the Preferences dialog in the File menu. If you do NOT see the Stress Grid and stress contours, then you can generate the automatic Stress Grid by selecting the Auto Stress Grid option from the toolbar or the StressGrid menu. Stress grids can also be manually drawn at any location using the Add Stress Grid option. The stress contours which you are now viewing, are based on the default Field Stress values. Examine2D v.7.0 Tutorial Manual Quick Start Tutorial 1-8 Copy BoundaryNow we will create a second Excavation boundary.http://www.bosport.be/newsletter/d-link-4300-manual The second boundary in this example will be identical to the first boundary, therefore, rather than entering coordinates again, we will simply use the Copy Boundary feature of Examine2D, to create a copy of the boundary. We can use the following right-click shortcut for Copy Boundary: 1. Right click anywhere on the existing excavation boundary, and select Copy Boundary from the popup menu. 2. We will define the position of the new boundary, by defining a relative movement of 12 meters in the horizontal direction, and 0 meters in the vertical direction. For this tutorial, the RiverFLO-2D. To browse Academia.edu and the wider internet faster and more securely, please take a few seconds to upgrade your browser. You can download the paper by clicking the button above. Related Papers Engineering geological and geotechnical investigations along the head race tunnel in Teesta Stage-III hydroelectric project, India. By Sarada P Mohanty Engineering Geological Analyses for Upper Hewa Khola Hydropower Project, Nepal By Surendra Pathak, P.E., M.ASCE Underground hydroelectric power schemes By Tiago Miranda Age-Dependent Shotcrete Behavior in Convergence Confinement Method and 3D Numerical Analysis By Tushar Bhandari GE 33AB ENGINEERING ANALYSIS OF UNDERGROUND ROCK EXCAVATION SCHOOL OF CIVIL and ENVIRONMENTAL ENGINEERING 2013 By Yisheng Liu READ PAPER Download pdf. Unlike the Finite Element and Finite Difference methods, the boundary element method only requires meshing around the excavation boundaries, eliminating the need for complex volume mesh generation. Examine2D provides an integrated graphical environment for data entry and visualization. A CAD based modeler allows for point and click geometry input and editing. Popup windows allow for easy entry and modification of model parameters. The simple editing tools provide a convenient method for performing parametric studies. The graphical data interpreter offers a rich set of tools for the convenient display of model results. With Examine2D you can quickly create and mesh a model, perform a stress analysis, and interpret the results. Submit a review using your Facebook ID Dartis Lab features Water content, Index, Specific gravity, Particle size and USCS classification of soil. Shoring Design, Lagging Design, and Lateral Soil Pressure Analysis tools are combined into one powerful, user-friendly application. All downloadable or viewable content available on CESDb.com is provided as-is. You agree that you bear sole responsibility for your own decisions to download or use any of the software listed. If you continue to use the site without changing your cookie settings, we assume you are fine with our cookies and the way we use them. The cookies store information about how you use our website, and help you use some of the functions on the site. Our cookies do not store any sensitive information, and we never use your cookies for targeted advertising. If you want, you can change your computer’s settings so that it does not accept cookies. We have information here on how you can do that. Design and perform advanced finite element analysis of soil and rock deformation and stability, as well as soil structure interaction and groundwater and heat flow. You will have what it takes to handle advanced constitutive models for the simulation of the nonlinear and time-dependent behavior of soils. Apply hydrostatic and nonhydrostatic pore pressures, model structures and the interaction between the structures and the soil, and take on projects of all types such as excavations, foundations, embankments, tunnels, mines, dredging, and more. If you continue to use the site without changing your cookie settings, we assume you are fine with our cookies and the way we use them. The cookies store information about how you use our website, and help you use some of the functions on the site. Our cookies do not store any sensitive information, and we never use your cookies for targeted advertising. If you want, you can change your computer’s settings so that it does not accept cookies. We have information here on how you can do that. Design and perform advanced finite element analysis of soil and rock deformation and stability, as well as soil structure interaction and groundwater and heat flow. You will have what it takes to handle advanced constitutive models for the simulation of the nonlinear and time-dependent behavior of soils. Apply hydrostatic and nonhydrostatic pore pressures, model structures and the interaction between the structures and the soil, and take on projects of all types such as excavations, foundations, embankments, tunnels, mines, dredging, and more. After you've downloaded CrossOver check out our YouTube tutorial video to the left, or visit the CrossOver Chrome OS walkthrough for specific steps. Once you have CrossOver installed and running you can come back to this page and click the Step 2 button, or follow the manual installation guide, to begin installing your Windows application.After you've downloaded CrossOver check out our YouTube tutorial video to the left, or visit the CrossOver Mac walkthrough for specific steps. Once you have CrossOver installed and running you can come back to this page and click the Step 2 button, or follow the manual installation guide, to begin installing your Windows application.After you've downloaded CrossOver check out our YouTube tutorial video to the left, or visit the CrossOver Linux walkthrough for specific steps. Once you have CrossOver installed and running you can come back to this page and click the Step 2 button, or follow the manual installation guide, to begin installing your Windows application. This section discusses supportingA similar caveat applies to any obviousness analysis.In re Fine, 837 F.2d 1071, 5 USPQ2dDeutschland KG v. C.H. Patrick, 464 F.3d 1356, 1368, 80 USPQ2d 1641, 1651 (Fed.Because theIf the facts in a prior legal decision areIf the applicant has demonstrated the criticality of aThe claims wereThe Board affirmed the rejectionIn re Soli, 317 F.2dAs noted by theFurthermore, it might beIn re Zurko, 258 F.3d 1379,For example, assertions ofIn re Ahlert, 424 F.2d atSee also In re Grose, 592 F.2d 1161,The facts constituting the state of the art are normallyZurko, 258 F.3d at 1385, 59 USPQ2dAs the court held inSee In re Soli, 317 F.2d 941, 945-46,See Soli, 317 F.2d at 946, 37See 37 CFR 1.111(b). See alsoIf applicant adequatelyIf the examiner is relying on personal knowledge toSee 37 CFR 1.104(d)(2).If the traverse was inadequate, the examiner shouldIf no amendments are made to the claims, the examinerFurthermore, as noted by the court inIt is never appropriate to rely solely on commonSee Zurko, 258 F.3dExamples directed to variousIf the applicantAppellant argued that certain limitations in the upperWhile recognizing that in some cases the particular shape ofThe claims were rejected over aThe Board affirmed the rejection, holding thatThe claims wereThe court affirmed theThe court held thatThe court held the claimedAlthough thePurer forms ofTitanium Metals Corp.App'x 906 (Fed.The court stated thatSee In re Stepan, 868However, in KSR International Co. v. TeleflexIf this leads to theIn that instance the fact that a combination was obviousA thinner coating reducesThus, whileThe court then turned to the patentee’s secondarySee also InOur predecessor courtIn re Ruff, 256 F.2d 590, 118 USPQ 340 (CCPA 1958) (The mere fact thatHowever, an applicant’s expressedA determination of patentability underEach reference must qualify asThrough this comparison, the closest disclosedOffice personnel should make explicit findings on theSee, Ryko Mfg. Co. v. Nu-Star Inc., 950 F.2d 714, 718, 21 USPQ2d 1053, 1057 (Fed.In most cases, the only facts of recordTo address this key issue, OfficeThere is noThus, the mere fact that a prior art genus containsFor example, it has been held that a prior art genusIn re Petering, 301However, we wish to point out that itAccord In re Schaumann, 572 F.2d 312, 316, 197 USPQ 5, 9 (CCPAIf such a priorSee also Deuel, 51 F.3d atIn the area of biotechnology, an exemplified speciesSuch a teaching may weighBaird, 16 F.3d at 382-83,For example, a claimed tetra-orthoester fuelDillon, 919 F.2d atLikewise, claims to amitriptyline used as anGenerally, some teaching of aIt is the properties and utilitiesIf the claimed invention and theIn fact, similar properties may normallyHowever, obviousnessThe fact-findings should specifically articulateIn re Wilder, 563 F.2d 457, 195 USPQ 426 (CCPA 1977). See alsoEx parte Mowry, 91 USPQ 219 (Bd. App. 1950) (claimed cyclohexylstyrene notHomology shouldThe only structural difference between the claimed and prior artThe Board reversed the rejectionIn re Stemniski, 444 F.2d 581, 170 USPQ 343 (CCPA 1971). In re Papesch, 315 F.2d 381, 137 USPQ 43 (CCPA 1963) (affidavit evidenceIf the prior art compound does in fact possess aIn re Dillon, 919 F.2d 688. More detailed information about each piece of the workflow can be found in the other pages in this section of documentation. More info See in Glossary. Use the left-hand drop down to assign the AssetBundle, and the right-hand drop down to assign the variant. Note: AssetBundle names support a type of folder structure depending on what you type.Variant names are not required to build the AssetBundles When you click Build AssetBundles a progress bar appears with a build dialog. This takes all the Assets you labeled with an AssetBundle name and places them in a folder at the path assetBundleDirectory defines. Here’s an example: This example still points to a local file but string url could point to any URL you have your AssetBundles hosted at. From that object you need to use LoadAsset (string) which takes the type, T, of the asset you’re attempting to load and the name of the object as a string that’s inside the bundle. This returns whatever object you’re loading from the AssetBundle. You can use these returned objects just like any object inside of Unity. For example, if you want to create a GameObject in the scene, you just need to call Instantiate(gameObjectFromAssetBundle). Manual particle counting can be done using the Multi-point Tool.Once this has been done, however, the object can then be analyzed.A threshold range is set to tell the objects of interest apart from the background. All pixels in the image whose values lie under the threshold are converted to black and all pixels with values above the threshold are converted to white, or vice-versa.The threshold can be set using the slider bars. The pixels within the threshold range are displayed in red. When you are satisfied with the threshold settings, you can then hit Apply. This will permanently apply the threshold settings and convert the image to binary. You have different options for setting a manual threshold. The drop-down menu set to Default allows you to choose between Default and 15 other threshold techniques. The drop-down menu set to Red allows you to choose between a red on white color scheme, a black on white color scheme, or an over and under color scheme. The Dark Background box will flip the foreground color with the background color. You can also choose to check the Stack histogram box to produce a histogram for an entire stack.The background of the thresholded image can be made light or dark.An evaluation of over 40 of these can be found in this paper: For a complete list of the methods available with Fiji see the Plugins section located in the Documentation section under the Content tab at the top of this page. The black pixels are then replaced with grey pixels of an intensity proportional to their distance from a white pixel. Black pixels closer to the edge are lighter than black pixels that are more central. This is the Euclidian distance map (EDM) of the black area. From this the centers of the objects are calculated. These are the ultimate eroded points (UEPs) of each black area meaning they are equidistant from each edge. These points are then dilated until they touch another black pixel. This meeting point is where a watershed line is drawn.Error creating thumbnail: Unable to save thumbnail to destination.Roundness values between 0.0 and 1.0 can also be selected to help exclude unwanted objects. Select the Show: Outlines option to display an image of the detected objects. The Show drop-down menu also allows the user to show Nothing, Bare Outlines, Ellipses, Masks, Count Masks, Overlay Outlines, and Overlay Masks.This can be either Current, Otsu, Maximum Entropy, Mixture Modelling or k-means clustering. Current uses the threshold that has been set manually, see above. Particle Tracker is a 2D feature point-tracking plugin for the automated detection and analysis of particle trajectories as recorded by video imaging in cell biology.This plugin allows you to perform single particle tracking of spot-like structures. For more in-depth information, see the TrackMate tutorial and explanation.This tool allows you to keep track of the movement of a cell.Privacy policy About ImageJ Imprint. When this parameter is setIf given an array, valuesOtherwise, the return value is TRUE.I believe it has a problem with nested arrays. This handles nested arrays without issue as far as I can tell. Note: You'll want to surround the output with If your class has an toArray function, that one will be called otherwise it will return the object as is.It bolds array values.This also color codes the output for a more readable printout.For me it's of great use for browsing large array's, for example when those are used in language-files in some script and so on.It simply returns the array as a readable string rather than printing it. You can even choose whether to return it in normal text-mode or HTML. It's recursive, so multi-dimensial arrays are supported. I hope someone finds this useful.For example, it is not valid to place inside. It strips results to show pages such as.edu or.org and includes more than 1 billion publications, such as web pages, books, encyclopedias, journals, and newspapers. All materials on our website are shared by users. If you have any questions about copyright issues, please report us to resolve them. We are always happy to assist you. Quick start guide Quick start guide Guide de demarrage rapide Guia de configuracion rapida We love sharing. We are nonprofit website to share and download documents. To the running of this website, we need your help to support us. You might want to use this plot to examine 2D datasets because features of the plotted variable are highlighted by the height of the plot in addition to being highlighted by the plot’s colors. The default appearance of the Surface plot draws the surface only. Wireframes, which are essentially mesh lines, can also be drawn. You can draw wireframes with or without the surface. To select which parts of the plot are drawn, checkThe second coloration scheme uses constant coloration where the entire surface is the same color (seeWhen the plot uses coloring based on theTo set the line width, make a selection from theNote that wireframes must be enabled to set their properties. VisIt provides three scaling options:The function used in skew scaling isA skew factor of one is equivalent to linear scaling but values either larger or smaller than one produce curves that map either the high or low end of the data to a larger color range. To change the skew factor, chooseThis effectively restricts the range of data used to color and set the height for the Surface plot. You might set limits when you are only interested in a small range of the data or when data limits need to be maintained for multiple time steps, as when playing an animation. Setting limits often highlights a certain range in the data by assigning more colors to that data range. The limit mode determines whether the original data extents are used or the current plot data extents, which may vary, are used. To select the limit mode, choose eitherYou may set these limits, and turn them on and off, independently of one another. That is, the use of one limit does not require the use of the other. To set a limit, check theYou can click theSince lighting is on by default, uncheck the. For basic operation, however, you may find that the built in hardware conversions can do everything you need. A common example is playing a QuickTime movie that has baked-in sRGB together with an EXR sequence stored as linear floating point.Menus items with hot keys will display the hot key on the right side of the menu item. Some hot keys worth learning right away are: This mode lets you use virtual sliders, the mouse wheel or the keyboard to edit RV parameters. Hot keys and Parameter Editing Mode allow artists to easily and rapidly interact with images in RV. It is worth a little practice to get comfortable using these tools. For example, to adjust the exposure setting of a sequence you can use any of the following techniques: Or you can use 's' to select only the source under the pointer for editing. They give you fine control over how RV loads and displays images, handles color, manages the cache, handles audio, etc. RV's preferences map to RV's command line options, so almost any option available at the command line can be set to a preferred default value in the Preferences. RV also has a -noPrefs command line flag so that you can temporarily ignore the preferences, and a -resetPrefs flag that will reset all preferences to their default values. The quickest way to take a look at all of RV's command line options is: For many users, this may be completely ignored or be limited to sharing startup scripts and packages created by other users or by Tweak. A package is a collection of script code (Mu or Python) and interface elements which can be automatically loaded into RV. A package can be installed site wide, per-show, or per-user and a command line tool (rvpkg) is included for package administration tasks. The executable called rvio is software-only (requires no GFX hardware). The software-only version of RVIO is available only on Linux as of version 4.0.8. The command line structure and usage is the same for the two versions. Like RV, the basic operation of RVIO is very simple, but advanced (and complex) operations are possible. RVIO can be used with a command line very similar to RV's, with additional arguments for specifying the output. Any number of sources and layers can be given to RVIO using the same syntax as you would use for RV. Some basic RVIO command line examples are: RV session files can be saved from RV and then processed with RVIO. For example These scripts are usable as is, but they can also be modified or replaced by users. Some examples are: On Linux RV is packaged as a tarball. On Mac OS X, RV is packaged as a dmg file. In all cases, RV requires a Shotgun account or a license file from Tweak in order to run. See below for details on Shotgun licensing. If you elect to use a node-locked or floating “traditional” license, select the “I have an RV license” option from the License Manager and follow the directions. The Tweak License Installer will launch and you can browse to the license file from Tweak, install, save, and restart RV. For example, users may license RV via Shotgun, but not use Screening Room. Proxy Configuration Environment Variables This will be a.dmg file. Double click on the.dmg icon. Once the folder opens, drag the RV application onto the Applications link. If you do not have a valid license file installed, RV will launch a dialog for installing your license. Use the 'add license' button on the license manager dialog to browse to the license file you have received from Tweak. Make sure to save before you close the license manager. Then restart RV. RV's licenses are locked to your computer using the Ethernet ID. Send this ID to Tweak to have a license generated for your computer. The Ethernet ID looks something like this: 00:19:E3:04:8B:80, and can be found in the OS X network preferences, under the option Built-in Ethernet in the Ethernet tab. It is easy to accidentally find the ID for the Airport or other device on your Macintosh, so double check to make sure you have the correct ID. If you computer has multiple network ports, choose the first one. The directory is located relative to wherever you have installed RV.This will register the rvlink protocol handler with the operating system. A current NVidia driver (which supports OpenGL 3.2 or newer) is required. Un-tar this archive into the directory in which you would like to install RV with some version of the tar command, like this. The directory tree contains the RV binary, start-up script, and runtime support files as well as documentation. In order to use rv from a shell, you will need to have the bin directory of the RV distribution tree in your path. Currently the shell script makes sure the following environment variables are set properly: These are commented out, but you may need to or choose to set them to fine tune RV's audio performance depending on the vintage and flavor of Linux. See the appendix for an in depth discussion of Linux audio configuration. If you have some of these variables set prior to calling the start up script, they will be modified or augmented to meet RV's requirements. Unlike Windows and Mac, Linux protocols are registered at the desktop environment level, not the OS level. This script will register RV with both the KDE and Gnome desktop environments. If you can't get this to work, you can register the rvlink protocol with Firefox directly as described here on the Mozilla website. For example by swapping upper for lowercase letters. And sometimes it does not pass them on at all.For local installs, use the windows installer executable. Double click on the installer icon. Follow the instructions to install RV.If you do not have a valid license file installed, RV will launch a dialog for installing your license. Make sure to save before you close the license manager.

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