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  Proceedings on performance based design (IS-Tokyo 2009)
Posted by: hrezaei - 05-17-2012, 07:45 AM - Forum: Archive - No Replies

Dear all,

I need the IS-Tokyo 2009 Proceeding:

Title: Proceedings of the international Conference on performance based design in earthquake geotechnical Engineering, IS-Tokyo 2009

Editors: T. Kokusho, U. Tsukamoto & M. Yoshimine


Thanks for consideration in advance.

Best,

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  DIN 18800 Part 1 (English language)
Posted by: george85 - 05-16-2012, 10:47 PM - Forum: Codes, Manual & Handbook - Replies (2)

DIN 18800 Part 1 (English language)

Size: 4.1 MB | Format: PDF | Quality: Scanner | Publisher: DIN Deutsches Institut fur Normung e.V. Berlin | Year: November 1990 | pages: 45


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German Norm for Structural steelwork - Design and constructions

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  Spencer J. Buchanan Lecture Series (Geotechnical Eng.)
Posted by: gulilero - 05-16-2012, 10:14 PM - Forum: Geotechnical Engineering - No Replies

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Year Author Booklet

1993 Ralph B. Peck "The Coming of Age of Soil Mechanics: 1920-1970"
1994 G. Geoffrey Meyerhof "Evolution of Safety Factors and Geotechnical Limit State Design"
1995 James K. Mitchell "The Role of Soil Mechanics in Environmental Geotechnics"
1996 Delwyn G. Fredlund   "The Emergence of Unsaturated Soil Mechanics"
1997 T. William Lambe  "The Selection of Soil Strength for a Stability Analysis"
1998 John B. Burland  "The Enigma of the Leaning Tower of Pisa"
1999 J. Michael Duncan  "Factors of Safety and Reliability in Geotechnical Engineering"
2000 Harry G. Poulos   "Foundation Settlement Analysis - Practice Versus Research"
2001 Robert D. Holtz "Geosynthetics for Soil Reinforcement"
2002 Arnold Aronowitz "The World trade Center: Construction, Destruction, Reconstruction"
2003 Eduardo Alonso "Exploring the Limits of Unsaturated Soil Mechanics: the Behavior of Coarse Granular Soil and Rockfill"
2004 Raymond Krizek "Slurries in Geotechnical Engineering"
2005 T.D. O’Rourke "Soil-Structure Interaction Under Extreme Loading Conditions"
2006 Clyde N. Baker, Jr. "In-Situ Testing, Soil Structure Interaction, and Cost Effective Foundation Design"
2007 Ricardo Dobry "Pile response to liquefaction and lateral spreading: field observations and current Research"
2008 Kenneth H. Stokoe "The Increasing Roles of Seismic Measurements in Geotechnical Engineering"
2009 José M. Roesset "Some Applications of Soil Dynamics"
2010 Kenji Ishihara "Forensic Diagnosis for Site-Specific Ground Conditions in Deep Excavations of Subway Constructions"
2011 Rudolph Bonaparte "Cold War Legacy – Design, Construction, and Performance of a Land-Based Radioactive Waste Disposal Facility Excavations of Subway Constructions"


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MODERATOR:
Two Lectures Already Exists in this Forum, these are:


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  Applied Plastic Design in Steel - by Robert O Disque
Posted by: david-smith - 05-16-2012, 09:24 PM - Forum: Steel - Replies (4)

Applied plastic design in steel

Author: robert disque | Size: 27.3 MB | Format: PDF | Quality: Scanner Two page on one side | Publisher: R. E. Krieger Pub. Co | Year: 1978 | pages: 243 | ISBN: 0882753126--978-0882753126

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  tables and formulas for fixed end moment of members of constand moemnt of inertia and
Posted by: david-smith - 05-16-2012, 04:49 PM - Forum: Analysis & Design - Replies (1)

tables and formulas for fixed end moment of members of constand moemnt of inertia and for simply supported beams

Author: Paul Rogers | Size: 88.3 MB | Format: PDF | Quality: Photo camera | Publisher: Frederick Ungar | Year: 1965 | pages: 101 | ISBN: does not have

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Underground Material!!!

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  ACI 306R-10 and ACI 522R-10
Posted by: ir_71 - 05-16-2012, 02:59 PM - Forum: Archive - No Replies

Dear friends and colleagues,

I am looking for two ACI reports:

1. ACI 305R-10 Guide to Hot Weather Concreting
Author: ACI Committee 305
Year of Publication: 2010
Number of Pages: 23

2. ACI 522R-10 Report on Pervious Concrete
Author: ACI Committee 522
Year of Publication: 2010
Number of Pages: 38

I'll be very thankful if someone can share this reports.
Thanks in advance!
IR

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  Volumetric Ratio on Spirally Reinforced Prestressed Concrete
Posted by: lambert - 05-16-2012, 01:24 PM - Forum: Request for Civil Engineering Documents - Replies (1)

Please help me how to calculate the actual volumetric ratio of spiral column.


Regards,
Lambert

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  The return mapping method for the integration of friction constitutive relations
Posted by: freequo - 05-16-2012, 11:35 AM - Forum: Archive - Replies (1)

The return mapping method for the integration of friction constitutive relations

A.E. Giannakopoulos

Computers & Structures
Volume 32, Issue 1, 1989, Pages 157–167

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  Mastering Revit Structure 2010
Posted by: tooraj41 - 05-15-2012, 06:13 PM - Forum: Request for Civil Engineering Documents - No Replies

Hi!!
Dose any one Have Mastering Revit Structure 2010 or Later .
if some one has it I thankful of for show the free download link.
thanks so mach!!

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  Which Design Concept for Prestressed Steel? (AISC)
Posted by: serra - 05-15-2012, 02:59 PM - Forum: Archive - Replies (3)

Which Design Concept for Prestressed Steel?

Author: Tochacek, Miloslav; Amrhein, Francis Gene | Size: ??? MB | Format: PDF | Quality: Unspecified | Publisher: AISC


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Prestressed steel structures are those in which, during manufacture, assembly, or exploitation, deliberate stresses are produced of precise magnitude, direction, and period of duration. The most significant aims of prestressing are: enlargement of the elastic range in which the structure works; redistribution of internal stresses or forces; improvement of stability; increase of fatigue resistance; decrease in deformations; wider use of high strength steels. Some examples of the many types of prestressed steel structures and methods of prestressing are: rigid basic structures (girders, trusses, frames, masts, towers, etc.) prestressed by high strength tendons; systems or networks of prestressed flexible strings (hanging roofs and walls, etc.); multi-layer and hybrid beams or vessels (simultaneous use of different materials as concrete and steel, carbon steel and quenched-tempered steel, etc.); statically indeterminate structures prestressed by enforced displacement of redundant restraints (usually by enforced shifting of some redundant supports or by compelled assembly of some elements fabricated with planned dimension "inaccuracies"); removal or exploitation of residual, secondary, or other "parasite" stresses (from welding, temperature treatments, mechanical operations with steel in cold state, unwanted constructional rigidity of some details, etc.). Prestressed structures utilizing tendons are the most widely used and most economical.

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