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  Bridge Launching
Posted by: Grunf - 04-05-2010, 08:24 AM - Forum: Bridge (Project and Technology) - Replies (6)

Bridge Launching

[Image: 55499544470590747273.jpg]

[Image: info.png]
By Marco Rosignoli


* Publisher: Thomas Telford Ltd
* Number Of Pages: 352
* Publication Date: 2002-11-15
* ISBN-10 / ASIN: 0727731467
* ISBN-13 / EAN: 9780727731463


Product Description:

This book is devoted to bridges that are built by incremental launching methods, using prestressed composite materials. It integrates the static, aesthetic, and economic aspects of construction techniques for building these state-of-the-art structures. Bridge launching is a comprehensive handbook, offering explanations of both the theoretical and technological aspects of the construction process. Both beam bridges and arch bridges are thoroughly analysed,and special theories aimed at optimising static aspects, as well as local phenomena, are developed. Construction assembly and pre-stressing methods for bridge segments and launching techniques are described together with assessment of load conditions, design assumptions by means of field monitoring and data recording. Presented within this essential handbook are sections on prestressed concrete bridges include cast-in-situ and segmental precast structures, composite bridges include I-girder open sections and box girders, and prestressed composite bridges includes stiffened and corrugated-plate webs. Design and technological requirements of launch equipment are discussed for the individual bridge types to provide more detail for the reader. This invaluable book is a must-buy for all those involved in bridge construction and innovative building techniques,such as bridge owners, design offices, bridge consultants, and construction equipment suppliers.


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  Wave Mechanics for Ocean Engineering
Posted by: Grunf - 04-05-2010, 08:10 AM - Forum: Water & Hydraulic Engineering - Replies (1)

Wave Mechanics for Ocean Engineering (Elsevier Oceanography Series)

[Image: 67518890098781487570.jpg]

[Image: info.png]
By P. Boccotti

* Publisher: Elsevier Science
* Number Of Pages: 520
* Publication Date: 2000-07-01
* ISBN-10 / ASIN: 0444503803
* ISBN-13 / EAN: 9780444503800
* Binding: Hardcover


Book Description:

In a unitary way, this monograph deals with a wide range of subjects related to the mechanics of sea waves. The book highlights recent theoretical results on the dynamics of random wind-generated waves, on long-term wave statistics, and on beach planform evolution. A fresh approach is given to more traditional concepts. For example, new evidence from a recent series of small-scale field experiments is used to introduce some crucial topics like wave forces. Also, the book gives some worked examples for the design of offshore or coastal structures.

An exciting subject dealt with in the book is the quasi-deterministic mechanics of three-dimensional wave groups in sea storms, and the loads exerted by these wave groups on offshore structures.

The text is intended for researchers and graduate students in ocean engineering, but may also be understood by undergraduates. The more complex concepts are explained with examples or more extensive case studies.


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If you like this publication, CivilEA's Team strongly suggest you to buy it! Support the authors!

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  Modelling Problem with Geocentrix REWARD Sheet Pile Design
Posted by: Learner - 04-05-2010, 05:23 AM - Forum: Archive Problem - Replies (1)

I am seeking Geocentrix REWARD users for sheet pile wall design to advise me of the following:-
1) Can each sheet pile wall be modelled with 2 borehole, say Borehole1 at the retain earth side and Borehole 2 at excavation side?
2) I can model sheet pile with water table on both sides without seepage but having problem to use the "Linear Seepage Water Table" to model sheet pile wall with seepage at bottom tip of the wall. The water level at the excavation side is above excavation level and the water table at the retain earth side is much higher than water level at the excavation side.

Thank you for your advice.

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  Etab-Steel-BS-section classification
Posted by: piseth - 04-05-2010, 04:44 AM - Forum: Archive Problem - No Replies

Hi everyone!
I have a problem to with Etab section classification,
I use
code: BS5950-2000
steel section: Chanel (widthxdeptxthick)(50x100x3mm)
Yeild strength: fy= 290MPa

According to BS5950 table-11
d/t<40*(270/fy)^0.5
d/t = 31.33
40*(270/fy)^0.5 = 38.95
so it is ok
But in Etab if we model the section as above it said section classification 4.

Any one have any idea on this?
thanks

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  the wind as phenomenon of narrow band
Posted by: pdelta666 - 04-05-2010, 03:24 AM - Forum: Archive - No Replies

Hi Friends

I need a book that explains the excitement of wind as narrow-band phenomenon, thank you very much :wacko2::preved:

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  Network arch bridge
Posted by: dungblack - 04-05-2010, 03:12 AM - Forum: Archive - No Replies

Anyone has the book:
"Network arch bridges: design and analysis; comparison with the traditional bowstring arch bridge"
Athors: Carlos Camacho, Mario Landeros
or any document about Network arch bridges

Please give me, many Thanks in advance :clap::clap::clap:

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  Make a good request? Help us help you.
Posted by: Grunf - 04-04-2010, 08:47 PM - Forum: DONE - No Replies

How to make a good request? Help us help you.



Dear members,


In most cases it is possible to (help you) find some e-document you're looking for. It is easier to find the book if you provide us with some additional information ragarding you request. Information can be found at websites like

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When making a request, please, post this:


# Full title: e.g. Steel Structures (5th Edition)
# Author(s): e.g. John Smith
# Publisher: e.g. Prentice Hall; 5 edition (October 26, 2008)
# Language: e.g. English
# ISBN-10: e.g. 1234567890
# ISBN-13: e.g. 1234567890123


(You can use this list of needed information as model/ template to make your own request.)



IMPORTANT:
ISBN (International Standard Book Number) is the most valuable info for us when looking for the publication!


Book cover image is more than welcome to your request post(s).

If you make your request by using CivilEA Post Generator and you fill all the fields with full info except fields Size and Download links (which you can't fill in), it's easier for us (forum team) to redesign thread and move it to corresponding section of the forum as request is fulfilled. In Download links box you can writte "request for link" and in Size you can writte "0" or "??"




With regards,
Grunf

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  Make a good request? Help us help you.
Posted by: Grunf - 04-04-2010, 08:47 PM - Forum: Books, Codes, Theses, Journals & Papers Request - No Replies

How to make a good request? Help us help you.



Dear members,


In most cases it is possible to (help you) find some e-document you're looking for. It is easier to find the book if you provide us with some additional information ragarding you request. Information can be found at websites like

Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

When making a request, please, post this:


# Full title: e.g. Steel Structures (5th Edition)
# Author(s): e.g. John Smith
# Publisher: e.g. Prentice Hall; 5 edition (October 26, 2008)
# Language: e.g. English
# ISBN-10: e.g. 1234567890
# ISBN-13: e.g. 1234567890123


(You can use this list of needed information as model/ template to make your own request.)



IMPORTANT:
ISBN (International Standard Book Number) is the most valuable info for us when looking for the publication!


Book cover image is more than welcome to your request post(s).

If you make your request by using CivilEA Post Generator and you fill all the fields with full info except fields Size and Download links (which you can't fill in), it's easier for us (forum team) to redesign thread and move it to corresponding section of the forum as request is fulfilled. In Download links box you can writte "request for link" and in Size you can writte "0" or "??"




With regards,
Grunf

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  Bentley Structural Modeler V8i (SELECTseries 1) 08.11.07.61 (trial only)
Posted by: BennyP - 04-04-2010, 01:32 PM - Forum: Bentley Products - No Replies

Bentley Structural Modeler V8i (SELECTseries 1) 08.11.07.61 (trial only)

[Image: info.png]

Need Microstation for installing and running (see MS 08.11.07.171 Post).

New features and enhancements in Structural Modeler V8i (SELECTseries 1) include:

Automated Structural Drawings
ISM Interoperability
Dynamic Building Views

Trial only


[Image: screen.png]
[Image: 44801577878178855803.gif]

[Image: Download.png]

Code:
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Code:
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http://forum.civilea.com/thread-27464.html
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IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.

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  Bentley PlantWise V8i (SELECTseries 2) 08.11.07.12 (Trial only)
Posted by: BennyP - 04-04-2010, 01:28 PM - Forum: Bentley Products - No Replies

Bentley PlantWise V8i (SELECTseries 2) 08.11.07.12 (Trial only)

[Image: info.png]
Need Microstation for installing and running (see MS 08.11.07.171 Post).

PlantWise provides users with flexible 3D modelling and pipe routing to evaluate plant lay­out even if the P&ID model is incomplete. PlantWise is a single program with three primary aspects, PlantBuilder for layout, AutoRouter for pipe routing, and PlantDrafter for early drawing generation.

Trial only

[Image: screen.png]
[Image: 54008124741037768349.gif]

[Image: Download.png]

Code:
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[Image: password.png]

Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************
IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.

Print this item

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