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  Design of urban water distribution Network
Posted by: wafiullah - 08-06-2010, 07:00 PM - Forum: Archive - Replies (4)

Hello,

I would be immensly grateful if someone could assist me in Designing Guidlines and Procedure for Urban Water Supply Network.

I am Particularly Intersted in Providing the Designed sheets for Hydraulic pipline and relevent Hydraulic structures

Best Regards

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  Hydrological Modelling and the Water Cycle
Posted by: ska51 - 08-06-2010, 06:23 PM - Forum: Water & Hydraulic Engineering - No Replies

Hydrological Modelling and the Water Cycle: Coupling the Atmospheric and Hydrological Models

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Hydrological Modelling and the Water Cycle: Coupling the Atmospheric and Hydrological Models (Water Science and Technology Library)
Author(s): Soroosh Sorooshian, Kuo-Lin Hsu, Erika Coppola, Barbara Tomassetti, Marco Verdecchia, Guido Visconti
Publisher: Springer
Date: 2008-07-10
Format: PDF
Language: English
ISBN10: 354077842X
ISBN13: 9783540778424
Pages: 291 (35 MB)

Product Description:

This collected work reports on the state of the art of hydrological model simulation, as well as the methods for satellite-based rainfall estimation. Mainly addressed to scientists and researchers, the contributions have the structure of a standard paper appearing in most cited hydrological, atmospheric and climate journals. Several already-known hydrological models and a few novel ones are presented, as well as the satellite-based precipitation techniques. As the field of hydrologic modeling is experiencing rapid development and transition to application of distributed models, many challenges including overcoming the requirements of compatible observations of inputs and outputs are addressed.

The many contributing authors, who are well established in this field, provide readers with a timely overview of the ongoing research on these topics. The level of interest and active involvement in the discussions clearly demonstrate the importance the scientific community places on challenges related to the coupling of atmospheric and hydrologic models.



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  design of prestressed concrete structures - T. Y. Lin
Posted by: lamkin - 08-06-2010, 05:45 PM - Forum: Concrete - Replies (7)

design of prestressed concrete structures - T. Y. Lin

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description

Design of Prestressed Concrete Structures
By T. Y. Lin, Ned H. Burns


Publisher: Wiley
Number Of Pages: 646
Publication Date: 1981-06-30
ISBN-10 / ASIN: 0471018988
ISBN-13 / EAN: 9789812531179


Product Description:

Presents basic theory of prestressed concrete along with the load balancing, working-load and ultimate-load methods for prestressed concrete design. Material revised in light of substantial advances in the field includes: materials, prestressing systems, loss of prestress, shear and bond, camber and deflection. Design examples based on the 1977 ACI Code with its latest revisions. Appendix contains selected problems.




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  Bentley WaterGEMS XM v08.09.400.34
Posted by: kulas1987 - 08-06-2010, 03:20 PM - Forum: Bentley Products - No Replies

Bentley WaterGEMS XM v08.09.400.34

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WaterGEMS is a comprehensive and easy to use water distribution modeling application. WaterGEMS can run in ArcGIS, AutoCAD, and MicroStation, or as a standalone application. From fire flow and water quality simulations, to criticality and energy cost analysis, to advanced genetic algorithm optimization, WaterGEMS comes equipped with everything you need in a flexible multi-platform environment. *from Bently Site*

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  Case History Evaluation of the Behaviour of Drilled Shafts Under Axial and Lateral Lo
Posted by: isurya - 08-06-2010, 03:19 PM - Forum: Foundation & Geotechnics in general - Replies (2)

Case History Evaluation of the Behaviour of Drilled Shafts Under Axial and Lateral Loading

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This report presents the results of a study to evaluate drilled shaft behavior under axial and lateral loading for undrained and drained conditions. This is a critical evaluation that incorporates a wide variety of available field and laboratory load test data, standardized to a consistent reference plane. It gives specific design recommendations for drilled shafts and the appropriate statistics to describe the quality of the recommendations.
As a result of gravity dead loads, vertical live loads such as ice and snow accumulations and lateral wind loads, the design of foundations for transmission line structures is dominated by axial and lateral loading. A variety of analytical models and load test databases have led to differences and perception of drilled shaft behavior under these loading modes and a consistent design methodology does not exist for those foundations. As a result, engineers often recommend drilled shafts having significantly different dimensions for identical geotechnical and loading conditions.

Prepared by : Cornell University
For : Electric Power Research Institute (EPRI)
Author : F.H. Kulhawy and J.C. Chen
Year : 1994
Number of pages : 398





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  Geotechnical Engineering 2nd Edition Rene Lancellotta
Posted by: isurya - 08-06-2010, 01:56 PM - Forum: Foundation & Geotechnics in general - Replies (3)

Geotechnical Engineering 2nd Edition

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This book is about the mechanics of soils and structures interacting with soils. It has been primarily designed as a classroom teaching book, but it also covers more advanced aspects, usually included in upper level courses on civil and geotechnical engineering.
The behaviour of soil is today approached on sound and rational bases, using concepts of continuum mechanics, and experimental evidences prove that it is a significant and powerful procedure.
Soils are natural materials and the solution of engineering problems requires the knowledge of the properties of real soils. These properties have to be investigated, rather then being prescribed, so that it is necessary to be familiar with testing techniques and to be aware of the relevance of field investigation.
However, both phases of programming and interpreting experimental tests require a conceptual framework, and for this reason reference has been made throughout this book to the Critical State Theory. The central idea of this theory is that volume changes play a role so important as the effective stresses and it is the relation between the initial
state and the critical state that has a major influence on soil behaviour. Moreover, this theory also provides a link between soil mechanics and previously grasped concepts as elasticity and plasticity, that in turn are extensively used in two final chapters, aimed at applications.

* Publisher: Taylor & Francis
* Number Of Pages: 520
* Publication Date: 2008-09-30
* ISBN-10 / ASIN: 0415420032
* ISBN-13 / EAN: 9780415420037





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  Portable CSI Etabs 9.7
Posted by: kulas1987 - 08-06-2010, 01:42 PM - Forum: ETABS - Replies (1)

CSI Etabs 9.7 (Portable)

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This is a portable version of etabs 9.7.
It runs on my XP sp-3 pc and I personnal haven't tested all its features if its functional.
Please comment if some features are not working-

thanks-



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  R.C Corbel AutoCAD Drawings
Posted by: CivilEng. - 08-06-2010, 01:06 PM - Forum: Request - Replies (1)

I need any real drawing for reinforcement detailing for a Corbel(or Bracket) coming out from a R.C column.

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  PHILIPPINES - Structural Code Volume-1
Posted by: kulas1987 - 08-06-2010, 12:41 PM - Forum: Non-English written codes - Replies (1)

National Structural Code of the PhilippinesNSCP Volume-1 Fourth Edition

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this is only the Structural Code of the Philippines(NSCP) volume-1



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  Mechanics of Quasi-Brittle Materials and Structures
Posted by: struceng - 08-06-2010, 12:05 PM - Forum: Mechanics & Material Technology (Elasticity, Plasticity and Nonlinearity) - Replies (2)

Mechanics of Quasi-Brittle Materials and Structures

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Authors: Gilles Pijaudier-Cabot, Zdenek Bittnar, Bruno Gérard
Edition: Illustrated
Publisher: Hermès, 1999
ISBN: 2866017293, 9782866017293
Length: 446 pages
Pdf: 18.6 Mb
Pdf Quality Condition: Singular separated pages

In this book the mathematical complications of calculating stability, damage, strain localization and size effect in order to predict response of structural components under a variety of environmental conditions are explored. The development of continuum-based models for failure enriched with micro-structural information and models capable of tracing the entire lifetime of constructions and structures are also considered.


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