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Magma FineSim Pro v2009.06.02

FineSim Pro defines a new paradigm in full-chip circuit-level simulation, enabling the simulation of the most challenging analog/mixed-signal SoCs with SPICE accuracy and unprecedented performance. Diagram * Combination of accuracy and performance in a single executable allows large, mixed-signal designs to be simulated with very accurate SPICE and fast-SPICE solving techniques. This provides complete control of speed- versus-accuracy tradeoffs throughout the entire design. * Multi-CPU simulation enabled through Magma’s Native Parallel Technology TM delivers silicon-accurate results for very large complex systems (5M transistors and more) such as wireless systems on chip (SoCs) and full-chip memory designs. * Electrically Exact Models TM (E2M) dramatically improve simulation performance by orders of magnitude with virtually no loss in accuracy compared to fast SPICE....

EDI SACS v5.3 SP1 Build1

SACS (Structural Analysis Computer System) is a finite element structural analysis suite of programs for the offshore and civil engineering industries. SACS consists of several compatible structural analysis programs which are interfaced to each other to eliminate the requirement, but not the ability, for user interaction with the output of one program before input to another. All programs include a full complement of standard engineering defaults in both English and Metric units to simplify input. SACS®, Structural Analysis Computer System, is an integrated structural analysis software package used by the commercial industry world wide. Developed by Engineering Dynamics, Inc., this is the most comprehensive design and analysis package offered to both the offshore and the general structure design industries. SACS®...

Autodesk Subscription 2011 MegaPack Multilanguage

Autodesk Subscription 2011 MegaPack Multilanguage – A unique collection of all available today for add-ons for all versions of Autodesk products in 2011, called Subscription Pack\’s, available to subscribers only licensed Autodesk Inc.Autodesk Robot Structural Analysis Professional 2011 – Universal application, which is applied BIM (BIM) and supports even very large design models. It allows you to effectively perform complex calculations of building structures from a regional perspective, including payments in accordance with Russian norms and regulations that has been certified by GOSSANDART RUSSIA. Year: 2010Version: 2011Developer: Autodesk IncPlatform: Microsoft ® Windows ® XP & Vista & 7Language: multilingualTabletka: PresentSize: 3.14 Gb Autodesk Subscription 2011 MegaPack Multilanguage: A list of additions and their descriptions:Autodesk MatchMover 2011Autodesk Revit DB Link 2011Autodesk...

Code Composer Studio 4.1.4

Code Composer Studio includes a suite of tools used to develop and debug embedded applications. It includes compilers for each of TI\’s device families, source code editor, project build environment, debugger, profiler, simulators and many other features. The CCS IDE provides a single user interface taking you through each step of the application development flow. Familiar tools and interfaces allow users to get started faster than ever before and add functionality to their application thanks to sophisticated productivity tools. As of version 4 CCS is based on the Eclipse open source software framework. The Eclipse software framework is used for many different applications but it was originally developed as an open framework for creating development tools. We have chosen to...

Imbsen.WinRECOL.V5.0.2

WinRECOL Features In v5.0.5 LRFD * Windows Graphical User Interface (GUI) * Analyze, Design and Check Columns * AASHTO LFD/LRFD or Caltrans LFD/LRFD Design Criteria available * Ultimate Strength Theory * English or Metric Capability for Input and Output * Arbitray Symmetrical Shapes, Standard Cross Sections and Voided Cross Sections * Arbitrary or Predefined Rebar Patterns * Interaction Diagram Plots * Moment Magnification for Slenderness * Spiral Reinforcement for Plastic Hinging * VERSION UPDATED: Added load modifier factors fro ductility, redundance & importance(AASHTO 1.3.2.1) * VERSION UPDATED: Changed Phi to .90 for \’ALRFD\’ extreme event I(seismic) (AASHTO 5.10.11.4.1b) * VERSION UPDATED: LRFD(Caltrans & AASHTO) All zones. LRFD 3.10.9.4.3d, only divided elastic EQ moments by response modifaction facor, R. not axial...

IMBSEN WinFAD v5.04

WINFAD FEATURES IN v5.0.4 LRFD * Windows Graphical User Interface (GUI) * AASHTO LFD/LRFD and Caltrans LFD/LRFD Design Specification options * Design and Check Footings * AASHTO Load Factor Requirements * English or Metric Capability for Input and Output * Spread or Pile Footings * Seismic Design Criteria * Footing Depth Calculated * Steel Reinforcement Requirements Calculated * Pile Layout and Plot * VERSION UPDATED: Added load modifier factors for ductility, redundance & importance(LRFD 1.3.2.1) * VERSION UPDATED: Added calculation of gross nominal beaing capacity and permissible net contact stress(settlement) by LRFD \”effective width\” method * VERSION UPDATED: Added WinFAD import Excel spreadsheet template * VERSION UPDATED: Added LRFD calculation of shrinkage & temperature reinforcement.(LRFD 5.10.8) * VERSION UPDATED: Added...

Oasys Xdisp v19.209

· Settlement is calculated using a profile of Young\’s modulus with depth. The modulus can beconstant or vary linearly with depth for each soil layer. Non-linear stress/strain curves mayalso be specified.· Displacements and stresses can be calculated at several levels and at any location in plan.The location of the displacement/stress points is defined by means of displacement grids.These may be two-dimensional orthogonal grids, lines or points. The results from the gridscan be displayed graphically as contours .· Loaded areas can be defined as rectangles or circles. Pressures are applied uniformly.Areas can be superimposed and placed at any level. All loads are completely flexible i.e. noallowance is made for stiffness of the structures.· The base of the model is defined by...

Lumerical FDTD Solutions 6.5.11

\”FDTD Solutions running on a new Intel Core i7 processor has provided up to a three-fold speed up of our simulations,\” according to Magued Boshra Nasr, Ph.D., a Senior Research Scientist at Boston-based solar cell start-up Lightwave Power, Inc. \”Lightwave Power is focused on commercializing breakthrough improvements to current solar cells in the form of inexpensive nano-patterned thin films that can improve their efficiency. FDTD Solutions allows us to quantify that improvement, and quickly generate results that agree with our experimental measurements.\” The new parameterization capabilities of FDTD Solutions Release 6.5 will help researchers better understand how key parameters impact design performance. \”In our work designing plasmonic light trapping layers for silicon solar cells, we have recently shown that a...

Siemens plm nx 7.5.1.5

Unigraphics NX – is a leading CAD/CAM/CAE system based on the best technologies for creating products of any complexity. The main objective of the system ultimately is to reduce the cost of creating products, improve its quality and reducing time to market. This enables companies to quickly return the investment spent on the purchase and implementation of Unigraphics. Unigraphics strong position, thanks to better operating system in various industries (aerospace, engine building, automotive, engineering, etc.) and application of modern technology, providing industry leading solutions in the MCAD at all stages of the product. The success of the system Unigraphics in Russia confirmed extensive user base, the success achieved as a result of the system. 1) Added orginalny hotfiksov from MAGNiTUDE...

Oasys Pdisp v19.102

General Program Description Pdisp Pressure Induced Displacement Analysis Pdisp calculates the displacements (and stresses if required) within a linear elastic or non-linearsoil mass, arising from uniform normal or tangential pressure, applied to rectangular and circularloaded planes. The program is ideal for predicting the displacements that may arise due to the action of severalloads in a soil mass. Pdisp is a development of (and replacement for) Vdisp. Vdisp predicted displacements inducedby vertical loads on horizontal loaded areas only. Pdisp is capable of predicting displacements dueto both vertical and horizontal loads. Components of the User Interface The principal components of Pdisp\’s user interface are the Gateway, Table Views, Graphical Input,Plan View, Cross Sectional View, 3D Graphical Output, Tabular Output, toolbars, menus and...

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