Hydraulics of Spillways and Energy Dissipators
Publisher: CRC | Pages: 680 | 2004-10-27 | ISBN: 0824757890 | PDF | 9 MB
Product Description:
The need for a comprehensive book on spillways and energy dissipators has been increasing for a long time. This book explores all aspects of spillways and energy dissipators with adequate coverage of recent advances in the field and brings out a comprehensive treatise in research and design. Drawing on the author's years of experience, Hydraulics of Spillways and Energy Dissipators analyzes the vast amount of information scattered in journals and proceedings of congresses and conferences, and links it with traditional information on various approaches, design procedures, and structure types. Twenty-eight chapters in four main sections bring out the advancements in the theory and practice in the field.
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:
PLEASE FIND HERE WITH A 17 PAGE DETAIL THAT IS USED BY MOST CAD OPERATORS IN REGARD TO THE PEN ASSIGNMENT AND LAYERING SYSTEM DURING THE PROCESS OF DETAILING.
FOR REST OF THE INFO REFER THE PDF FILE.
BASED ON QATAR STANDARDS.
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:
Posted by: saed - 01-10-2010, 04:24 AM - Forum: Archive
- No Replies
Earthquake Geotechnical Case Histories for Performance-Based Design
ISSMGE TC4 2005-2009 Term Volume
Edited by Takaji Kokusho
* ISBN: 978-0-415-80484-4
* Binding: Hardback
* Published by: CRC Press
* Publication Date: 25th May 2009
* Pages: 452
Earthquake Geotechnical Case Histories for Performance-Based Design is a collection of 26 case histories, each study containing well-instrumented geotechnical and earthquake data. The book is intended to serve as a reference work, since it contains a common scale to develop and implement design methodologies and numerical analyses, so that their reliability can be evaluated. Each case history consists of site characterization, earthquake motions and descriptions of failure as quantitative as possible. Wherever available, digital data on earthquake records and other information associated with individual cases are supplied in the attached CD-ROM as text files EARTHQUAKE GEOTECHNICAL CASE HISTORIES FOR PERFORMANCE-BASED DESIGN will be invaluable to researchers in earthquake geotechnical engineering, practicing geotechnical engineers, as well as engineers and researchers interested in numerical analysis.
Posted by: saed - 01-10-2010, 04:22 AM - Forum: Archive
- No Replies
Performance-Based Design in Earthquake Geotechnical Engineering
From Case History to Practice
Edited by Takaji Kokusho, Yoshimichi Tsukamoto, Mitsutoshi Yoshimine
* ISBN: 978-0-415-55614-9
* Binding: Hardback
* Published by: CRC Press
* Publication Date: 24th September 2009
* Pages: 388
This book presents current developments in performance-based design (PBD) in earthquake geotechnical engineering, including various case histories, numerical methods, soil investigations and engineering practice. Special attention is paid to the 2008 Wenchuan Sichuan earthquake in China, performance evaluations, the role of soil investigations, criteria/design codes, and the performance and future perspectives of PBD. The information in this book will be of particular interest to researchers in earthquake geotechnical engineering, and practicing geotechnical and structural engineers.
RAM Elements V8i SELECTseries1 release 10.01.00.75
(formerly RAM Advanse)
info:
RAM Elements V8i SELECTseries1 release 10.01.00.75 has now been launched. This new version includes minor enhancements and several fixes or problems reported by users of v10.00.01.38. The features included are:
1. Compatibility with RAM Connection v6.0.
2. Physical shells with more than 4 nodes.
3. Improved DXF import to bring in simple surfaces (3DFACE) from CAD as shells in RE.
4. Customizable vertical direction (Y or Z) when importing from a DXF from CAD programs.
5. Several minor bug fixes and corrections.
screenshot:
Download Links: RAM Elements V8i SELECTseries1 release 10.01.00.75 installer
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:
***************************************
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:
Dependencies (must be installed first): RAM Elements V8i release 10.00.01.38 & Bentley IEG License Service 02.00.16.00 installer
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:
***************************************
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:
Cra*c*k The medicine for previous version might work, if not, the program will be under trial period.
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.
Paper published at 6th. International conference - Cases Histories in Geotechnical Engineering - Arlington - VA - Aug 16-18 2008
PDF format
16 pages
-----------------------------------
This paper describes the foundation design process adopted for the Burj Dubai, the world’s tallest building. The foundation system is a piled raft, founded on deep deposits of carbonate soils and rocks. The paper will outline the geotechnical investigations undertaken, the field and laboratory testing programs, and the design process, and will discuss how various design issues, including cyclic degradation of skin friction due to wind loading, were addressed. The numerical computer analysis that was adopted for the original design together with the check/calibration analyses will be outlined, and then the alternative analysis employed for the peer review process will be described. The paper sets out how the various design issues were addressed, including ultimate capacity, overall stability under wind and seismic loadings, and the settlement and differential settlements.
The comprehensive program of pile load testing that was undertaken, which included grouted and non-grouted piles to a maximum load of 64MN, will be presented and “Class A” predictions of the axial load-settlement behavior will be compared with the measured behavior. The settlements of the towers observed during construction will be compared with those predicted.
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:
***************************************
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:
![[Image: screen.png]](https://forum.civilea.com/postgen/screen.png)
![[Image: 64403110006550051349.jpg]](https://pic.civilea.com/images/64403110006550051349.jpg)
![[Image: info.png]](https://forum.civilea.com/postgen/info.png)
![[Image: Download.png]](https://forum.civilea.com/postgen/Download.png)
![[Image: 66665530497902903905.jpg]](https://pic.civilea.com/images/66665530497902903905.jpg)
![[Image: 09pgstgg2o2oz6f9zvs6.jpg]](https://pic.civilea.com/images/09pgstgg2o2oz6f9zvs6.jpg)
![[Image: wca4of6zhuah3id2c88.jpg]](https://pic.civilea.com/images/wca4of6zhuah3id2c88.jpg)
![[Image: 46376730470632438991.jpg]](https://pic.civilea.com/images/46376730470632438991.jpg)
![[Image: 19963597878313825641.jpg]](https://pic.civilea.com/images/19963597878313825641.jpg)
![[Image: password.png]](https://forum.civilea.com/postgen/password.png)