How Buildings Work
The Natural Order of Architecture
How Buildings Work: The Natural Order of Architecture
Oxford University Press | ISBN: 019516198X | September 1, 2005 | 288 pages | PDF | 15 MB
Illustrated with hundreds of illuminating line drawings, this classic guide reveals virtually every secret of a building's function: how it stands up, keeps its occupants safe and comfortable, gets built, grows old, and dies--and why some buildings do this so much better than others. Drawing on things he's learned from the many buildings he himself designed (and in some cases built with his own hands)
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PERFORMANCE-BASED SEISMIC DESIGN OF EBF USING TARGET DRIFT AND YIELD MECHANISM AS PERFORMANCE CRITERIA
Department of Civil and
Environmental Engineering
The University of Michigan
College of Engineering
Ann Arbor, MI 48109-2125
March 2005 Research Report UMCEE 05-05
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building/structural technical core code comparison may 2001
building/structural technical core participation guide february 2002
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I suggest to all colleagues, if every post is not correct with the TITLE and the link is not correct too, that post and poster (who upload) must be warn !
If the posting still not revised by the poster, I suggest the files must be DELETE from this forum soon..
I am not respect to member who act likes a CHEATING or HOAX and their will destroyed reputation of their self.
Empirical response spectral attenuation relations for shallow crustal earthquakes
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DWG TrueView CAD file conversion software includes DWG TrueConvert™ translation software for translating any AutoCAD design application or AutoCAD-based drawing file for compatibility.
DWG TrueView™ software, the free* AutoCAD® design viewer. Use DWG TrueView to view, plot, and publish DWG™ and DWF™ files and convert AutoCAD®-based files for compatibility.
System Requirements
For 32-bit DWG TrueView 2010
Microsoft® Windows Vista® (SP1 or later), Microsoft® Windows® XP (SP2 or later)
Intel® Pentium® 4 or AMD Athlon® dual-core processor, 1.6 GHz or faster (3.0GHz or faster for Windows Vista)
Microsoft® .NET Framework 3.5 (SP1 or later) and Microsoft DirectX® pre-installed*
512 MB RAM (1 GB RAM for Windows Vista)
550 MB free disk space for installation
1,024 x 768 VGA with true color
Microsoft® Internet Explorer® 7.0
For 64-bit DWG TrueView 2010
Windows Vista 64-bit (SP1 or later) or Windows XP Professional x64 Edition (SP2 or later)
AMD64 or Intel EM64T processor
Microsoft .NET Framework 3.5 (SP1 or later) and DirectX pre-installed*
2 GB RAM
550 MB free disk space for installation
1,024 x 768 VGA with true color
Internet Explorer 7.0
Note: 64-bit DWG TrueView™ software cannot be installed on a 32-bit Windows operating system.
*To use DWG TrueView 2010, you must first install Microsoft .NET Framework 3.5 (SP1 or later) and DirectX on your system. See Microsoft .NET Framework 3.5 download center to download .NET 3.5.
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Seeing the request of some user to upload again an autocad file in an earlier format i understand that maybe not all users know this free utility of Autodesk. This is the last version and every one can download it for converting dwg files (in batch mode too).
Don't forget - the Autocad versions 2000 and 2002 use the 2000 format, 2004, 2005. 2006 the 2004 format and from 2007 until 2010 the 2007 format.
Seismic Demands for Performance-Based Design of Bridges
The objective of this report was the development of an optimal PSDM for typical highway overpass bridges. An optimal model is defined as one that is practical, sufficient, effective, and efficient. For single-bent bridges with roller abutments, the optimal model
comprises a spectral IM, such as Sa(T1) and one of several EDPs. Different EDPs are considered for local (material stress), intermediate (column moment), and global (drift ratio) response quantities. Given the optimal PSDMs, bridge design parameter (such as column diameter) sensitivity studies were performed. Relations for each design parameter can be developed, giving bridge designers a quantitative tool for evaluating the effect of design choices on structural performance. The same PSDMs were then re-computed using incremental dynamic analysis (IDA) to assess the equivalency of response produced using the two analysis methods. Selection of an optimal PSDM was then extended to the case of multiple-bent bridges and bridges with different abutment models
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A paper from STESSA 2009 - Mazzolani, Ricles & Sause (eds)
2009 Taylor & Francis Group, London, ISBN 978-0-415-56326-0
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Analysis of 2D Frame with
Static Loading
Response Spectrum Loading
Time History Loading
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