Autodesk Subscription Pack 2012 - a unique collection of all the currently available add-ons for all versions of Autodesk products in 2012, called Subscription Pack's (and more) are available to subscribers only licensed Autodesk Inc.
ArchVision RPC Content for AutoCAD Architecture 2012 and AutoCAD MEP 2012 (English)
Release Date: 25/03/2011
AutoCAD ® Architecture 2012 and AutoCAD ® MEP 2012 subscription customers now have access to a library of Rich Photorealistic Content (RPC ™) from ArchVision ®. The library consists of over 100 high-quality images of people, vehicles and plants, enabling users to transform renderings into effective, lifelike scenes. Using RPC images, objects can be added without sacrificing rendering performance.
ObjectARX - a set of additional libraries in C + + libraries to AutoCAD, which allows extending the standard and create your own classes and objects in AutoCAD, to define new commands and LISP-functions.
The package provides developers with tools for creating so-called ARX-application: dll files, please contact directly to the methods and properties of AutoCAD objects in its address space. That is, this technology makes in AutoCAD software with the "almost open " code.
Autodesk has begun the transition of Visual Basic customization from VBA to. NET technology. Currently, VBA is still supported in Autodesk products however VBA is no longer part of the default AutoCAD installation and must be downloaded and installed separately. If you utilize VBA macros in your work environment, they will no longer work unless the VBA module is installed on your system.
DIALux Plug-in for AutoCAD MEP 2012 ( English )
Release Date: 2011-03-25
The DIALux Plug-in for AutoCAD® MEP 2012 software provides a bi-directional link between AutoCAD MEP and DIALux, a lighting design, calculation and analysis tool. By using this extension, MEP designers and drafters can export space boundaries from AutoCAD MEP 2012 into DIALux, making room generation quicker and easier, and import lighting fixture layouts. Users can then take advantage of the design tools and manufacturers specific database in DIALux before exporting lighting fixture layouts back to AutoCAD MEP 2012.
Content is available in English only.
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This Standard sets out the method for determining the air content of freshly mixed concrete from observations of the change in volume of the concrete when it is subjected to an increased air pressure (see Note 1). The method provides for compaction of the sample either by rodding or by vibration (see Note 2).
NOTES:
1 This method is intended for use with concretes made with relatively dense natural aggregates for which the aggregate correction factor can be determined satisfactorily by the technique described in Clause 10. It is not recommended for use with concretes made with lightweight aggregates, or aggregates of high porosity (see AS 1012.4.3).
2 The results obtained will be dependent on the compaction method used.
3 This Standard may involve hazardous materials, operations, and equipment. The Standard does not purport to address all of the safety problems associated with its use. The user of this Standard should establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
4 Data on the precision of the test method were not available at the time of publication. This information will be included when available.
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This Standard sets out the method for determining the air content of freshly mixed concrete from observations of the reduction in air pressure in a chamber above the concrete when the concrete is exposed to the air pressure.
NOTES:
1 This method is intended for use with concretes made with relatively dense natural aggregates for which the aggregate correction factor can be determined satisfactorily by the technique described in Clause 9. It is not recommended for use with concretes made with lightweight aggregates, or aggregates of high porosity (see AS 1012.4.3).
2 The results obtained will be dependent on the compaction method used.
3 This Standard may involve hazardous materials, operations, and equipment. The Standard does not purport to address all of the safety problems associated with its use. The user of this Standard should establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
4 Data on the precision of the test method were not available at the time of publication. This information will be included when available.
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This Standard sets out the method for determining the air content of freshly mixed concrete using the volumetric method.
This Standard is suitable for concrete made with any type of aggregate, whether it be dense, cellular or lightweight.
NOTES:
1 This Standard may involve hazardous materials, operations, and equipment. The Standard does not purport to address all of the safety problems associated with its use. The user of this Standard should establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
2 Data on the precision of the test method were not available at the time of publication. This information will be included when available.
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There has been a steady increase in anthropogenic pressure over the past few years due to rapid industrialization, urbanization and population growth, causing frequent environmental hazards. Threats of global environmental change, such as climate change and sea level rise, will exacerbate such problems. Therefore, appropriate policies and measures are needed for management to address both local and global trends. The book 'Environmental Management' provides a comprehensive and authoritative account of sustainable environmental management of diverse ecotypes, from tropical to temperate. A variety of regional environmental issues with the respective remedial measures has been precisely illustrated. The book provides an excellent text which offers a versatile and in-depth account of management of wide perspectives, e.g. waste management, lake, coastal and water management, high mountain ecosystem as well as viticulture management. We hope that this publication will be a reference document to serve the needs of researchers of various disciplines, policy makers, planners and administrators as well as stakeholders to formulate strategies for sustainable management of emerging environmental issues.
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By adopting the principles of sustainable design and cleaner production, this important book opens a new challenge in the world of composite materials and explores the achieved advancements of specialists in their respective areas of research and innovation. Contributions coming from both spaces of academia and industry were so diversified that the 28 chapters composing the book have been grouped into the following main parts: sustainable materials and ecodesign aspects, composite materials and curing processes, modelling and testing, strength of adhesive joints, characterization and thermal behaviour, all of which provides an invaluable overview of this fascinating subject area. Results achieved from theoretical, numerical and experimental investigations can help designers, manufacturers and suppliers involved with high-tech composite materials to boost competitiveness and innovation productivity.
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Excel files with macro (visual basic script) that computes elastic response spectrum for a given time history record, and SDOF response (acceleration, velocity, displacement):
Elastic Response Spectrum.xls Elastic Response Spectrum.xlsm
The same functions are inside the Mathcad V.14:
Elastic Response Spectrum.xmcd
For verification sap V14.2.4 model files are provided:
pendulum.SDB; pendulum.$2k
The reference article, timehist.pdf, containing the algorithm in MATLAB for SDOF, MDOF timehistory and additional information. Based on this article the above files were written.
AccData.txt contains time history data first column is time is seconds, second column is acceleration in m/s^2
Functions available in excel:
=SpectrumPeriodAcceleratioVelocityDisplacement(r, dT, xi, Optional Tmax, Optional noPoints)
Function returns a matrix with:
first column - periods
second column - accelerations
third column - velocity
fourth column - dispalcements
=TimeAccelerationVelocityDisplacement(r, T, xi, dT)
Function returns a matrix with:
first column - time
second column - accelerations
third column - velocity
fourth column - dispalcements
Input parameters:
r is range like B1:B2008, a single column with accelerations from time history recoding
dt is time step for time history recording like 0.02 seconds
xi is critical damping ratio usually 0.05 in codes
Optional Tmax is the maximum value for period in spectrum calculation default value 4 seconds
Optional noPoints is the number of periods to use when calculating spectrum default value 200.
Response spectrum is computed starting for 0 sec to Tmax sec at equal step size of Tmax/noPoints.
T is the period for the pendulum when computing time history response.
User can use any measurement units. Output tested with SeismoSignal and Sap2000, no differences. Only for response spectrum when T<0.1s.
Note on how to work in excel with matrix:
Select multiple cells, click in formula bar, write the formula, press ctrl+shift+enter to finish.
To modify the formula: select all cells that are part of the matrix, modify formula, press ctrl+shift+enter
To erase: select all cells that are part of the matrix, modify formula to nothing, press ctrl+shift+enter
To select an entire matrix place currenc cell inside that table press ctrl+a.
If still in trouble search google for: excel matrix.
Request: if somebody manages to understand how this code can be used for MDOF (see article), please send me private message. I've all ready tried that in mathcad with matrix as input instead of values for xi, p, w but I don't understand the results.
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ASCE Specialty Conference on Design and Performance of Earth Retaining Structures Geotechnical Specialty Publication No. 25, ASCE, New York (1990), pp. 439–470
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Posted by: ir_71 - 03-28-2011, 07:15 AM - Forum: General Books
- No Replies
Performance Guidelines for Basement Envelope Systems and Materials
Author: Michael C. Swinton, Dr. Ted Kesik | Size: 4.6 MB | Format:PDF | Publisher: NRC | Year: 2005 | pages: 193
Audience
These Guidelines were written primarily for the technical decision-makers in the home building industry. They have been written to appeal to a broad audience, including people involved in the following sectors of the industry:
• home builders and contractors
• materials manufacturers
• codes and standards developers
• warranty agencies
• materials evaluators
• regulators
• building officials
• educators and trainers
Organization
The Guidelines have been organized into six parts:
Part 1 - Performance Requirements for Basements
Part 2 - Basement Envelope System Selection
Part 3 - Selection of Materials and Equipment for the Basement System
Part 4 - Critical Design Details
Part 5 - Quality Assurance
Part 6 - Basement System Cost/Benefit Analysis
The role of the basement envelope is reviewed in Part 1. Our general expectations of what basements are for and how they are expected to perform in what circumstances are laid out – these are the performance objectives of the basement envelope. From these follow the technical performance requirements – the structural requirements, the environmental separation functions, and the qualitative properties of the envelope system: buildability, durability, etc
Part 2 reviews the main construction approaches – the basement envelope systems that can be selected to address the performance requirements. The combination of environmental conditions (inside and out) and occupant expectations, combined with the selected envelope system determines the performance requirements of the materials to be used within the construction system.
Part 3 identifies the roles of the materials within the envelope system and indicates what performance characteristics have to be met by those materials for their given roles.
Part 4 addresses some key detailing issues, and the special requirements put on the design detail and the materials used; e.g., the wall-soil interface, window well detailing, etc.
Part 5 reviews various quality control tools available to the Canadian construction industry. Quality control is an essential element of achieving envelope system performance targets. Its role is to ensure that performance objectives laid out at the design stage are satisfied throughout the production chain: material manufacturing or site forming, assembly and finishing.
Part 6 introduces the concept of cost/benefit analysis as a planning tool for achieving a balance between long-term basement envelope system performance and first cost, for a range of scenarios and locations.
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