• Description

• Simple, flexible and economical, Winlog Pro is a SCADA/HMI software package for the supervision of industrial and civil plants. An integrated development environment provides different tools (Gate Builder, Template Builder, Code Builder) for the easy and intuitive creation of multilanguage applications. An extensive library of drivers and an OPC Client interface allow communication with most electronic devices such as PLCs, controllers, motor drives, i/o modules; special functions can be integrated directly by the developer; standard format of history files (DBF, CSV) and ODBC (SQL) support ensure interface with most Windows applications (Excel, Access, etc.). Winlog Pro makes it possible to set up a distributed Client/Server architecture with TCP/IP protocol on Intranet/Internet network or to create web applications accessible from standard browsers; both fix and mobile (GSM) telephone network can be used to communicate with remote devices or to send SMS.
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• GRAPHIC LIBRARIES
  Development tools include Symbol Factory 2.0, the most popular library of automation graphic objects with over 4,000 manufacturing and industrial objects such as pumps, valves, motors, tanks, PLCs, piping, ISA symbols, etc; an integrated editor allows resizing and changing colour, scheme and orientation of objects (bitmap or metafile). A library of powerful graphic objects is also provided, with circular (Dial, GearDial) and linear (Vslider, Hslider) potentiometers, pointer (120Meter, 180Meter, 270Meter) and linear (Vmeter, Hmeter) indicators, thermometers (ThermoMeter), switches and selectors (RockerSwitch,ToggleSwitch).
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• RUN-TIME APPLICATIONS
  Any application can be executed using one of the two available low-cost runtime licenses (128 tag and unlimited); multilanguage applications (in two languages or more) can be created, with a simple command to switch between languages. Reports and historical data can be recorded in a standard format (DBF, CSV) that can be easily accessed by other Windows applications (Excel, Access, etc.).
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• NETWORK ARCHITECTURES
  Distributed Client/Server architectures can be set up using a TCP/IP protocol and a Intranet/Internet network. Multi-master structures, in which each terminal can communicate with the others so as to allow both reading and writing, are also possible. Both the fix and mobile (GSM) telephone network can be used to communicate with remote devices or to send SMS to maintenance operators; in this way a supervision centre can provide a remote assistance service to a network of peripheral sites spread around the country.
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• TRENDS
  Historical or online trends can be displayed individually or in groups: up to ten trends at a time are possible, which can refer to different kinds of tags, each with its own colour and scale. The temporal axis can be shifted backwards and forwards using video icons, the mouse can be used to zoom in and out, and various other viewing options are possible (grids, line thicknesses, modes of interpolation, etc.).
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• EVENTS AND ALARMS
  Events and alarms can be activated as a function of the values taken on by associated tags: alarms are signalled immediately in a specially reserved area of the screen, and the confirmation by the operator is also controlled. Status information (active events) and history (date, time, event) can be accessed according to various freely definable categories (eg. priority and location).
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• RECIPES
  The recipes are sets of characteristic values of a working process or a plant configuration: new recipes can be created and existing ones updated (copied, deleted, renamed, printed and modified), as well as being imported and exported to and from the process itself. The application of a recipe can be commanded by the operator, automatically executed on start-up, or triggered by the program (eg. batch process).
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• REPORTS
  Reports with summary information about production data or process quality or plant alarms can be generated in a pre-programmed format and can be displayed or printed or sent to any peripheral device. Reports can be either requested by the operator, or automatically generated on a cyclic basis (after a specific time interval, on a particular day of the week, etc.), or triggered by the program (eg. in case of end of production ). Copies of reports are also recorded in history files and can be accessed by other software packages (Excel, Access, etc.).
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• SECURITY
  Each menu item, template, tag, etc., can be protected by the specification of the groups authorized to access it and those who can modify it. A name, password, and member-ship of one or more groups can then be defined for an unlimited number of operators. Every operator's action that has produced a data modification is recorded in a history file by date, time, event description and operator's name.

• Basic capabilities

  • Analysis of static influences in accordance with first order and second order theories
  • Calculating the structural stability (determining the critical forces and buckling lengths)
  • Calculating the natural values (forms and oscillating periods of the structure)
  • Generating the seismic load in accordance with various standards (JUS, EC8, SNIP, ...)
  • Generating automatically the mesh of finite elements
  • Generating automatically the masses in all nodes on the model
  • Analysis of influences throughout defined stages of building construction (prefabricated structures, composite structures, etc.)
  • Modeling the prefabricated floor structures by orthotropic plates
  • Beams and columns with variable cross sections (haunched beams, prismatic columns, laminated wood girders, etc.)
  • Modeling the rigid connections in beam nodes (offset beam - diagrams in clear spans)
  • Eccentric positioning of beams and columns (true modeling of girders in plates, columns with abrupt change of cross section, etc.)
  • Analysis of influences in prestressed structural members (arbitrary cable geometry and calculating the prestressing force loss)
  • Foundations on elastic ground
  • Assigning the completely arbitrary character and direction of load action
  • Analysis of influences due to live load (defining the completely arbitrary pattern and path of live load)
  • Generating automatically the load on rotationally symmetric parts of the model due to various natural phenomena: self-weight, snow, pressure, water, earth, wind
  • Calculating due to temperature influences and support displacement
  • Automatic dimensioning of reinforced concrete (JUS, EUROCODE, SNIP, ACI, DIN, BS, SIA, etc.) structures.
  • Automatic dimensioning of steel structures (JUS, EUROCODE, SIA).
  • Automatic dimensioning of timber structures (JUS, EUROCODE).
  • Creating easily the high quality design documentation with vignette, textual reports and graphic blocks
  

  Graphical Interface

  • Defining the arbitrary planes for drawing
  • Simultaneous use of planar and space drawing
  • Selecting precisely the points in the drawing (dynamic osnap with combined criteria)
  • Dynamic zoom and pan. Dynamic rotation of isometric presentation of the model (orbit)
  • Manipulating the elements in the drawing (copying, mirror copying, deleting, rotating, complete undo/redo system of restoring the drawings, etc.)
  • Generating automatically the vertical elements of the structure
  • Generating automatically the rotationally symmetric bodies (sphere, cone, vault, helix)
  • Operating with blocks of drawings (saving and entering the arbitrarily selected parts of the model)
  • Grouping the arbitrarily selected parts of the model into wholes and deleting the visibility to other parts of the model (only columns, walls, typical floor structures, web members, main girders, etc. visible)
  • Visualization of the model (DirectX render, walking through building with camera)
  

  Processing the Calculation Results

  • Finding quickly the extreme values of influences in the whole model or only in a certain group of elements (extreme values of axial forces in columns only, etc.) maximal bending moments in plates in typical floor, maximal displacements of walls only, etc.)
  • Presentation of results, both in the entire space model and in its certain parts (in selected frame, wall, floor structure, foundations, arbitrarily selected view, etc.)
  • Presentation of results in surface elements by isolines and diagrams along an arbitrarily assigned intersection line
  • Presentation of influences in linear elements by diagrams and color gradientsPresentation of support reactions with direction and intensity
  • Diagrams of stress distribution in composite cross-sections through defined stages of constructing
  • Influences in individual parts of composite cross section
  • Simultaneous presentation of influences in all columns and walls in one level (insight into distribution of influences due to seismic action on all columns and walls in one floor, redistribution of axial forces due to vertical load onto columns and walls of a given level, etc.)
  • Presentation and animation of oscillating forms and deformed model
  • Completely automatized dimensioning of reinforced concrete, steel and wood structures (JUS, EUROCOD, SNIP, DIN, etc.)
  • Adopting reinforcement in reinforced concrete structures with automatic creating of reinforcement details and export to our program "ArmCad 2005".
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Introdution

• Ramsete III has been thought up and realized as integrated solution for the computerized development of the
• designs for the fabrics printing.
• It is composed of various programs, some dedicated to the management of the peripheral unities (scanner,
• printing, spectrophotometers etc.) others to the treatment of the image according to the demands of the
• various cycles of the production what: creation, correction, films separation, colorway. Thanks to the full
• exploitation of the hardware characteristics and of the more evolved operating systems (IRIX, Linux, MacOSX
• and Windows) the software is able to perform more operations contemporarily reducing accordingly the times
• of elaboration of the design. The application provides besides the support of cross-platform sharing for the
• scanners and printers. An effective memory management and the technique of compression of the image
• complete the system allowing easily to elaborate designs of great dimensions.

Qloud, the latest software offering from QPS, is just such an offine tool that is fully integrated with QINSy, the online acquisition software, but also available as a stand-alone package. Handling extremely large datasets, it performs statistically-based data cleaning using parameters such as Total Propagated Error (TPE), IHO S-44 guidelines, in the CUBE algorithms (UNH), and in the Least Square Statistical Spline Method. Qloud imports DTM points from QINSy QPD fles, (includes multiple data attribute fags generated in QINSy), or from any third party point fles, with or without attributes and metadata. The moment the data is loaded into Qloud, the survey is viewed as a single cloud of data points, presented in the full geographical context of ENCs and GeoTIFF imagery.

Automatic data cleaning tools using Clips, Area Spline flters and CUBE, are applied to the entire survey at once, or sequentially to selected sections. Where centre and outer beams overlap, TPE values are used to correctly weight each data point. A full complement of manual editing tools is also available. Whether the data is viewed as individual soundings, or as gridded data, is the user’s choice, often dictated by the deliverable. For example, viewing every last individual sounding is wasted effort if the deliverable is a single mean sounding per grid cell. Flexible viewing options allow, for example, presentation of the SD attribute of a gridded dataset in one pane, and the 3D points cloud in another pane. By pinpointing bad SD values, the spotlight is quickly directed in the points cloud for more focused analysis.

Diversity Optimizer

Fastest, most flexible and productive RF optimization and service quality test tool.

Diversity Optimizer is the ideal RF optimization and troubleshooting system, that will tackle all demands to test new technologies, advanced network services and latest mass market mobile devices.

MSEW(3.0) is an interactive program for the design and analysis of mechanically stabilized earth walls. It follows the design guidelines of AASHTO98/Demo 82, AASHTO02/FHWA-NHI-00-043, AASHTO 2007-2010, or NCMA97/98. Note that AASHTO98/02 is based on allowable stress design (ASD) whereas AASHTO 2007-2010 is based on load resistance factor design (LRFD). NCMA is limited to geosynthetic reinforced segmental retaining walls (SRW). Although the program generally follows the guidelines of established design procedures, the user can explore design options and concepts beyond the formal guidelines; the user can override all default values. Such exploration is useful for the development of new systems as well as the occasional need to conduct forensic study.

MSEW(3.0) allows for global stability analysis using Bishop method with circular arc. For more in-depth and efficient global analysis, MSEW(3.0) can export data files for analysis using ReSSA(2.0). The exported data includes elements such as connection strength thus facilitating a more comprehensive stability analysis for which ReSSA is ideal. Furthermore, by a click of a button, virtually all tables in MSEW(3.0) can be exported to Excel or be printed. Files generated using MSEW(2.0) can be read using MSEW(3.0). The same applied to database files.

ADAMA Engineering developed the copyrighted program MSEW Version 1.0 for the US Federal Highway Administration (FHWA) []. Version 1.0 has been designated exclusively for use by US State Highway Agencies and by US Federal agencies. ADAMA Engineering offers version 3.0 to the public. This version includes many enhancements such as calculations of quantities, more versatile surcharge loads, use of Coulomb lateral earth pressures for both internal and external stability, user's generated databases, improved presentation of slope stability results, graphic files compatible with AutoCAD®, design methods based on NCMA or LRFD, and more.

The Help in MSEW(3.0) software includes relevant sections of Demonstration Project 82 (Publication No. FHWA-SA-96-071) as well as a revised version of Demo82 (FHWA NHI-00-043). These manuals serve as the basis for AASHTO 98/02 (ASD). The details of AASHTO LRFD design are provided in the Bridge Section of AASHTO guidelines; it is recommended that the user purchase a copy of these guidelines from AASHTO.
MSEW(3.0) also includes an option to use the NCMA design method. This option is limited to block (segmental) walls having simple geometry and using geosynthetic reinforcement (same as the instructions in the NCMA guidelines). The NCMA design procedure, as implemented in MSEW(3.0), is detailed in:

Design Manual for Segmental Retaining Walls, 2nd Edition, edited by James C. Collin, 1997. Publication No. TR-127A.

Segmental Retaining Walls - Seismic Design Manual, 1st Edition, authored by R. J. Bathurst, 1998. Publication No. TR-160.

Design Manual for Segmental Retaining Walls, 2nd Edition, edited by James C. Collin, 1997. Publication No. TR-127A.

Segmental Retaining Walls - Seismic Design Manual, 1st Edition, authored by R. J. Bathurst, 1998. Publication No. TR-160.