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  Analysis: 2D Frame Analysis with Pinned Base and Rigid Base
Posted by: usman - 12-01-2010, 10:55 PM - Forum: Engineering Spreadsheet - Replies (1)

2D Frame Analysis with Pinned Base and with Rigid Base

Pinned Base
[Image: 23499188950553758705.jpg]
Rigid Base
[Image: 02280314999545119653.jpg]

Pinned Base
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Rigid Base
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  Pedestal, Base Plate and Anchor Bolt Design
Posted by: usman - 12-01-2010, 10:42 PM - Forum: Calculation Notes & Analysis Files - No Replies

Pedestal, Base Plate and Anchor Bolt Design

BASED ON CANADIAN CODES

[Image: 93636973076359846898.jpg]

[Image: 74873085331642967117.jpg]

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  Guidelines for Lifting Design
Posted by: usman - 12-01-2010, 10:35 PM - Forum: Calculation Notes & Analysis Files - Replies (2)

Guidelines for Lifting Design


[Image: 56759018242425576525.jpg]

[Image: 41142464314225858127.jpg]

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  Steel-Connection,Stiffeners, Brackets, Curved Beam, Crane, Cutouts, LiftingLug Design
Posted by: usman - 12-01-2010, 10:26 PM - Forum: Calculation Notes & Analysis Files - Replies (1)

Steel Connection, Stiffeners, Brackets, Curved Beam, Crane, Cutouts, Lifting Lug Design

BASED ON CANADIAN CODES

[Image: 70951793463067201014.jpg]

[Image: 36049512466236929923.jpg]

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  Practical Lessons from the Loma Prieta Earthquake
Posted by: hrezaei - 12-01-2010, 09:04 PM - Forum: Foundation & Geotechnics in general - Replies (3)

Practical Lessons From The Loma Prieta Earthquake

Author: Geotechnical Board, National Research Council | Size: 4.46 MB | Format: PDF |
Publisher: NATIONAL ACADEMY PRESS | Year: 1994 | pages: 288 | ISBN: 0309598478

[Image: 00692746144768394770.jpg]

[Image: info.png]

The Loma Prieta earthquake struck the San Francisco area on October 17, 1989, causing the loss of 63 lives and $10 billion of damage. As the results of the research, conducted in response to the earthquake, became known over the following three years, the U.S. Geological Survey, the sponsor of much of the research, approached the National Research Council (NRC) about how the results of the Loma Prieta earthquake research could be applied to other earthquake-prone areas of the country.
This report has been reviewed by a group other than the authors according to procedures approved by a Report Review Committee consisting of members of the National Academy of Sciences, the National Academy of Engineering, and the Institute of Medicine.

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  FRESH AND HARDENED PROPERTIES OF SELF-CONSOLIDATING FIBER REINFORCED CONCRETE
Posted by: ir_71 - 12-01-2010, 07:50 PM - Forum: Journals, Papers and Presentations - No Replies

FRESH AND HARDENED PROPERTIES OF SELF-CONSOLIDATING FIBER REINFORCED CONCRETE

Author: Hemant B. Dhonde, Y.L. Mo, Thomas T.C. Hsu and John Vogel | Size: 7.8 MB | Format: PDF | Publisher: ACI MATERIALS JOURNAL | Year: 2007 | pages: 40

[Image: 57648780430885727244.jpg]


[Image: info.png]

When steel fibers are added to concrete mix, the tensile and shear resistance of the
traditional fiber reinforced concrete are known to be enhanced. However, fibers are also known
to impede workability of plain concrete. To improve the workability, Self-Consolidating Fiber
Reinforced Concrete (SCFRC) mixes were developed in this study for application in prestressed
concrete beams. Extensive fresh and hardened properties of traditional fiber reinforced concrete
and SCFRC mixes produced using two different types and variable amounts of hooked steel
fibers are presented in this paper. The SCFRC mixes demonstrated satisfactory workability and
stability up to a fiber-factor of 55. In general, SCFRC mixes proved to have greater normalized
tensile strength than the traditional fibrous concrete mixes for the same fiber-factor. The
optimum fiber content was found to be governed by workability requirements of the concrete
mix.
Keywords: steel fiber reinforced concrete, self-consolidating concrete, self-consolidating fiber
reinforced concrete, fresh properties, workability, hardened properties.

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  OpenSees: presentation slides of OpenSeesDays2010
Posted by: Sumatra - 12-01-2010, 03:12 PM - Forum: Journals, Papers and Presentations - Replies (1)

OpenSeesDays2010 Presentations Slide

Size: ~30 MB | Format: PDF | Publisher: NEES and PEER | Year: 2010


[Image: info.png]

A two-day workshop on OpenSees sponsored by NEES and PEER.

September 2-3, 2010. University of California, Richmond Field Station


Day 1 : Getting Started

1. Introduction to OpenSees, Gregory L. Fenves
2. Getting Started with OpenSees, Frank McKenna
3. Nonlinear Analysis Theory, Filip Fillippou
4. OpenSeees Analysis, Frank McKenna
5. Structural Modeling with Examples, Silvia Mazzoni
6. Geotechnical Modeling with Examples, Pedro Arduino
7. Recorders, Frank McKenna

Day 2: Advanced Topics & Tools

1. Parallel Processing & OpenSees, Frank McKenna
2. Cloud Computing with NEEShub & OpenSees, Greg Rodgers
3. NEEShub Hands-On, Greg Rodgers
4. Reliability/Sensitivity, Armen Der Kiureghian
5. Reliability/Sensitivity in OpenSees, Micheal Scott
6. BuildingTcl, Silvia Mazzoni
7. OpenSeesPL, Jinchi Lu
8. OpenSeesNavigator, Andreas Schellenberg

exercise materials

[Image: Download.png]
DIRECT LINKS thumbup
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  NASA World Wind 2010 ̣̣(better than google earth)
Posted by: utan - 12-01-2010, 01:44 PM - Forum: Non Engineering Software - Replies (2)

[Image: 72990075240666963361.jpg]

Size: 15.8 MB


[Image: info.png]

World Wind lets you zoom from satellite altitude into any place on Earth.
NASA thanks Sun Microsystems for their support in the development of World Wind Java. This generous support has led to the very artful and exemplary use of the Java OpenGL API. The possibilities for portable, high-performance 3D graphics rendering are now wide open

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  Design live loads for parking garages
Posted by: budis - 12-01-2010, 01:24 PM - Forum: Archive - No Replies

Title : Design live loads for parking garages [ need full book not just part as in google book ! ]
Author : Y.K. Wen & G.L Yeo
Publisher : ASCE - SEI
ISBN or ISSN : 0784405344
Year : 2000
Language : English

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  Random seas and design of maritime structures
Posted by: jacs127 - 12-01-2010, 09:35 AM - Forum: Water & Hydraulic Engineering - Replies (2)

[Image: 87899888298789903074.jpg]

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[Image: 99674466399174803821.jpg][Image: 61108921752374542842.jpg][Image: 96376597915102008270.jpg][Image: 35538573843580662823.jpg]

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