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  concrete bridges - Paul Mondorf
Posted by: diseñador - 06-23-2011, 08:33 PM - Forum: Archive - No Replies

[/i]Hi friends,

i need this book:


Concrete Bridges
Paul Mondorf
[i]


Thanks in advance.

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  designing of Embankment and foundation of a Small earthen dam
Posted by: asghar - 06-23-2011, 03:21 PM - Forum: Archive - Replies (2)

Dear all,
I need some help(book,manual.....) for the designing of Embankment and foundation of a Small earthen dam. Do any one have reference documents and material?

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  Shear modulus and damping in soils
Posted by: Wolverine883 - 06-23-2011, 12:19 PM - Forum: Archive - No Replies

Please I need this paper: Hardin, B.O. and Drnevich, V.P. (1972) Shear modulus and damping in soils: Measurement and parameter effects. J. Soil Mech. Found. Div., ASCE, 98 (6), 603- 624.

Thanks very much

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  SAP2000 V15
Posted by: BennyP - 06-22-2011, 05:00 PM - Forum: SAP2000 - Replies (52)

CSI SAP2000 v15

Size: min633 MB
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Newer Features

The following list identifies changes made to the program since the prior release:
More responsive graphical user interface, especially for the use of database tables
Real-time analysis for smaller models
Quick and easy generation of final printed reports
Predefined reports, or fully user-customized reports
Cover sheet
Formatted tables of model definition, analysis and design results
Graphical displays
Detailed design sheets
Improved automated load combinations for design
AISC 360-05/IBC2006 steel-frame design code, with seismic provisions
Direct Analysis Method of AISC 360-05 code
Includes small P-delta effect
Automated inclusion of stiffness modification factors, with user control
Design-decision guidance on when Direct Analysis Method is needed
CAN/CSA-S16-01 steel-frame design code, with seismic provisions
Enhanced design of eccentrically braced frames for AISC 360-05/IBC 2006 and CAN/CSA-S16-01 steel-frame design codes
Canadian NBCC 2005 wind loads, seismic loads, and response-spectrum functions
Load combinations can be converted to nonlinear load cases for advanced design
Enhanced display of failure modes for steel-frame design
DirectX graphics
Hyperstatic analysis for secondary prestress forces
Staged construction enhancement
Control by individual objects as well as by group
Frame end releases can be changed
Property modifiers for frames, tendons, and shells can be changed
Section properties for frames, tendons, and shells can be changed
Enhanced Section Designer
More control over material properties, including Mander model for all sections
Overlapping shapes allowed
Improved Boolean operations
Frame element fiber hinges for arbitrary sections can be defined using Section Designer
External tools developed by dealers and third parties can be accessed in SAP2000
OpenAPI functionality is complete and available without additional license
Users can add their own documents to be accessed through the SAP2000 Help menu
Export of geometry and element connectivity to CSI Perform-3D
Enhanced import of STAAD models


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By any means you may not use this software to make money or use it for commercial purpose.

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  Modeling Surface and Sub-Surface Flows
Posted by: ska51 - 06-22-2011, 04:47 PM - Forum: Water & Hydraulic Engineering - No Replies


Modeling Surface and Sub-Surface Flows (Developments in Water Science) (Vol. 1)

Author: Michael Anthony Celia (Contributor) | Size: 13.3 MB | Format: PDF | Publisher: Elsevier Science Publishing Company | Year: 1988 | pages: 402 | ISBN: 0444989129

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Product Description:

The edited proceedings of this conference are published in two volumes, and include papers written by authors from more than twenty countries. Advances in both computational theory and applications are reported, and a wide variety of problems in surface and sub-surface hydrology are addressed.

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  impossible to log out
Posted by: allagui10 - 06-22-2011, 10:27 AM - Forum: FAQs, Q&A, comments - No Replies

Hi,
From yesterday when I run log out bottom ..
it appears :you have been successfully been loged out....
but the request is failed
any help to log out!

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  American Civil Engineering Practice v 3 (ABBETT)
Posted by: rohailiyaz - 06-22-2011, 06:16 AM - Forum: Archive - No Replies

I really need this book if someone have this kindly share.

Product Details

* Hardcover: 1282 pages
* Publisher: John Wiley & Sons Inc (December 1957)
* Language: English
* ISBN-10: 0471001325
* ISBN-13: 978-0471001324



Regards
Rohail Iyaz

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  Working Drawing Manual
Posted by: Administrator - 06-22-2011, 05:18 AM - Forum: Archive - No Replies



Working Drawing Manual

Author: Fred Stitt | Size: ? MB | Format: PDF | Publisher: McGraw-Hill Professional; 1 edition (May 1, 1998) | Year: 1998 | pages: 352 | ISBN: 0070615543

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Prepare flawless construction documents every time. How would you like to save up to 50% of the time and money spent on design services for your next building project? Working Drawing Manual, by Fred A. Stitt, gives you systematic checklists for quickly organizing and managing the huge mass of data needed to prepare accurate construction documents for any new building. Guaranteed to help you avoid costly delays, changes, job-site miscommunications and lawsuits, these handy checklists make it a snap to plan the scope and content of each set of drawings...decide exactly what needs to be drawn...and understand how each item in a drawing relates to others. With this easy-to-use guide, you can: make quick work of site plans, floor plans, interior and exterior elevations, roof plans, building cross sections, reflected ceiling plans, schedules, details and wall sections; stay on top of new technologies and code requirements; get up to speed on the New Uniform Drawing Format & CADD Layering Guidelines; improve your skills with the AIA CEU self-study module; and much more!
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  USDOT: Seismic Retrofitting Guidelines for Complex Steel Truss Highway Bridges
Posted by: ir_71 - 06-22-2011, 03:50 AM - Forum: Bridge (Project and Technology) - Replies (1)

Seismic Retrofitting Guidelines for Complex Steel Truss Highway Bridges

Author: Tom Ho, Roupen Donikian, Tim Ingham, Chuck Seim and Austin Pan | Size: 12.1 MB | Format: PDF | Publisher: FHWA | Year: 2006 | pages: 190

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This manual, entitled Seismic Retrofitting Guidelines for Complex Steel Truss Highway Bridges (referred to as Guidelines in this document), collects and summarizes the state-of-the-practice, up to 2005, for retrofitting steel truss bridges on the highway system within the United States. These Guidelines are based on and are supplementary to the Seismic Retrofitting Manual for Highway Structures Part 1: Bridges (referred to in these Guidelines as the Bridge Retrofitting Manual), developed by the Multidisciplinary Center for Earthquake Engineering Research (MCEER), to be published by the Federal Highway Administration (FHWA) in 2006. The Bridge Retrofitting Manual divides ordinary highway bridges into two classifications, “essential” and “standard,” by their expected performance after a seismic event. Essential bridges are all bridges that are expected to function after a seismic event by continuing to carry traffic. Standard bridges are all other ordinary highway bridges, which may sustain minor to serious damage after a seismic event (but preserve life safety) and may need extensive repair or replacement. These Guidelines also define two classifications of highway steel trusses by their truss configurations: “seismically standard” trusses, which are “ordinary highway bridge” trusses; “seismically complex” trusses, which are the “unusual” types of highway steel trusses; and “long-span” highway steel trusses. All highway truss bridges that meet the classification of “essential bridges” in the Bridge Retrofitting Manual are automatically classified as “seismically complex” trusses in these Guidelines. As in the Bridge Retrofitting Manual, a performance-based seismic retrofit philosophy is used in these Guidelines with performance criteria specified for two earthquake ground motions: a lower level earthquake with a mean return period of 100 years, and an upper level earthquake with a mean return period of 1,000 years. For the “seismically standard truss” classification, a higher performance requirement is specified for the lower level earthquake than for the upper level earthquake. For the “seismically complex truss” classification, a higher performance requirement is specified for both lower level and upper level earthquakes, because seismically complex trusses have special structural configurations that behave under seismic excitation in a complex manner; thus they require a higher standard of seismic retrofit. These Guidelines are written primarily for practicing bridge design engineers who have some familiarity with the seismic retrofitting design of ordinary steel and concrete girder bridges. Experience in the applications of more advanced design techniques such as nonlinear analysis, soil-foundation-structure interaction, and experience with bridge construction methods are helpful in applying these Guidelines. U.S. customary units are used rather than SI units because they were used in the construction of most of the truss bridges that will require seismic retrofitting. Theses Guidelines comprise seven chapters on the technical application of the seismic retrofitting of steel truss highway bridges:
1 Introduction
2 Retrofitting Philosophy and Process
3 Screening and Prioritization
4 Structural Analysis
5 Design Parameters
6 Evaluation of Members, Connections and Subsystems
7 Retrofit Measures, Approach and Strategy
Three additional chapers provide supporting information:
8 Case Studies
9 Glossary
10 References and Bibliography

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  Frost Resistance of Building Materials
Posted by: ir_71 - 06-22-2011, 03:26 AM - Forum: General Books - No Replies

Frost Resistance of Building Materials, Proceedings of the 3'd Nordic Research Seminar in Lund

Author: K Fridh, Editor | Size: 11.4 MB | Format: PDF | Publisher: Lund Institute of Technology Division of Building Materials | Year: 1999 | pages: 167

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This report contains papers presented at a Research Seminar , or rather "workshop", organised by our Department. It is the third in a series. The previous seminars were held in 1993 and 19961• The seminar is "Nordic", by which is meant that the speakers came from the Scandinavian countries -Demnark, Norway, Sweden- and Finland. Certainly there are other Nordic countries in which frost is a real problem, but this time there were no participants from these countries. Most participants were invited personally and asked to give presentations. The seminar language was English making it possible also for participants from outside Scandinavia to take part. This time same German guest research students took part as "observers" and as contributors to the discussions.
The papers cover many aspects of frost damage. Some papers discuss the very important problem of mai sture uptake before and during a freeze/tha w test. Other papers treat the destruction mechanisms behind salt-frost scaling and internai frost attack. There are also papers dealing with the assessment of the service life of concrete exposed to frost action. Same papers present data from field exposure of specimens and from real structures. Altogether, the seminar gives a good picture of what is going on in frost research in the Nordic countries. Almost aU papers, however, treat concrete. There are many more building materials for which frost damage is a problem, but no papers were presented. This does not necessarily mean that work is not done on materials such as clay brick, natural stone, etc, but evidently the activities are much smaller than for concrete. One reason might be that it is much more difficult to find research funding for studies of these types of materials.

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