Schaum's Outline of Operations Research
Author(s): Richard Bronson, Govindasami Naadimuthu
Publisher: McGraw-Hill; 2 edition
Date : 1997
Pages : 456
Format : PDF
Language : English
ISBN-10 : 0070080208
ISBN-13 : 9780070080201
Size on disk: 25.00 MB
Tackling the broad range of allocation problems that actually confront engineers, programmers and analysts in today's business and industrial worlds, this book takes readers step-by-step through all the mathematical programming techniques--including the trailblazing Karmarkar algorithm--needed to excel in any operations research course. It's easy to see why the first edition of this invaluable study guide sole more than 35,000 copies! It cuts down study time while it builds essential skills.
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:
Modelling Soil-Structure Interaction, Kolar and Nemec
# Hardcover: 333 pages
# Publisher: Elsevier Publishing Company (March 1990)
# Language: English
# ISBN-10: 0444988599
# ISBN-13: 978-0444988591
Product Description
Distributed in the East European countries, China, Northern Korea, Cuba, Vietnam and Mongolia by Academia, Prague, Czechoslovakia This book is based on the efficient subsoil model introduced by the authors in 1977 and applied in the last ten years in the design of foundations. From the designer's point of view, the model considerably reduces the extent of the calculations connected with the numerical analysis of soil-structure interaction. The algorithms presented are geared for use on mini- and personal computers and can be used in any numerical method. A special chapter is devoted to the implementation of the model in the NE-XX finite element program package, illustrated with diagrams, tables and practical examples. Besides presenting the energy definition and general theory of both 2D and 3D model forms, the book also deals with practical problems such as Kirchhoff's and Mindlin's foundation plates, interaction between neighbouring structures, actual values of physical constants of subsoils and natural frequencies and shapes of foundation plates. Today, researchers and engineers can choose from a wide range of soil models, some fairly simple and others very elaborate.
Language Notes
Text: English (translation)
Original Language: Czech
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:
First Sentence:
A ground investigation is undertaken to determine, vertical and horizontal variations in ground type and ground properties which include the in-situ stress conditions, deformation and strength parameters and parameters defining time-dependent behaviour
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:
Underpinning and Retention
Editors: S. Thorburn , G.S. Littlejohn
Hardcover: 416 pages
Publisher: Taylor & Francis; 2nd Ed edition (12 Nov 1992)
Language: English
ISBN-10: 0751400947
ISBN-13: 978-0751400946
Various underpinning methods exist, and choosing a particular method or selection of methods is the job of the engineer. Consistent with the underpinning procedure is the need to retain the affected structure plus the surrounding ground and/or buildings. This book will offer advice on how to chose the correct procedure.
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:
Advances in Geotechnical Engineering and Tunneling (Rotational Tunneling)
Author (Edited by) Demitrius Kolymbas
ISBN - 3832503501
ISSN - 15666182
File Format - PDF 427 pages - Low quality
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:
The book explains theoretical aspects of various processes in making cement at various stages as also steps in sizing of major machinery and auxiliaries. All in all it is a very comprehensive and practical handbook.
The contents of the book are divided in eight sections covering all aspects of designing cement plants from scratch to guide step by step through various stages involved in setting up a cement plant:
1. Basics
2. Machinery used in making cement
3. Techno-economic feasibility studies
4. Civil design and construction
5. Electricals and instrumentation
6. Layouts and detailed engineering
7. Selecting and ordering machinery
8. Reference section
It will be of great use to Cement Plant Consultants, Cement Technologists, and Cement Machinery Manufactures and most certainly to Entrepreneurs and Cement Plant Personnel, Staff of Design and Drawing Offices who have the responsibility to develop layouts would find in it a very handy guide.
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:
AnyBizSoft PDF Converter 2.0.0.1 | 9.13 MB
AnyBizSoft PDF Converter - is easy to use program that is specifically designed for converting PDF files into Microsoft Word, Microsoft Excel, Microsoft PowerPoint, HTML and text documents. Just with a few clicks, you can convert PDF-files in the target format with amazing skorostyu.Ishodny appearance of text, images, and hyperlinks can be exactly stored in the generated Word, PowerPoint and HTML dokumentah.S AnyBizSoft PDF Converter, you can import about 200 PDF-files for a batch conversion, or select a specific range of pages.
Features:
• Convert PDF files into editable Microsoft Word 2002-2010 format (. DOC,. DOCX)
- Retain the original text contents, images, and format
• Convert PDF files into editable Microsoft Excel 2003/2007/2010 (. Xls,. Xlsx)
• Convert PDF files into Microsoft PowerPoint 2002-2010 format (. PPT,. PPTX)
- Retain the original format, layout images
• Convert PDF files into a format HTML (. HTML)
- Retain the original layout, format, and hyperlinks
- Supports most popular browsers, like IE, Firefox, Safari and Opera.
- Ability to determine the quality of images in the exported HTML files
• Convert PDF files into text format (. TXT)
- Extract all text content from PDF files
• Support format PDF 1,0-1,7
• Convert the whole PDF document, or only a specific range of pages (all from - to, individual pages).
• Batch mode conversion.
• AnyBizSoft PDF Converter can also convert encrypted PDF files that are protected from printing, editing and copying.
• For PDF files with password for opening, you must enter the password in the popup window, and then start the conversion.
• A pleasant and friendly interface.
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:
COMMENTARY ON THE GUIDE FOR BUCKLING AND ULTIMATE STRENGTH ASSESSMENT FOR OFFSHORE STRUCTURES
This Commentary provides the fundamental principles and technical background, including sources and additional details, for the ABS Guide for Buckling and Ultimate Strength Assessment for Offshore Structures, April 2004, which is referred to herein as “the ABS Buckling Guide”. The Commentary presents supplementary information to better explain the basis and intent of the criteria that are used in the ABS Buckling Guide. The accuracy for determining buckling and the ultimate strength predictions obtained from the application of the ABS Buckling Guide is established by the comparison of its results against a very extensive database of test results assembled by ABS and also from the results of nonlinear finite element analysis. Results obtained using the criteria in the ABS Buckling Guide are also compared against existing recognized offshore standards, such as the ABS MODU Rules, API RP 2A WSD, API Bulletins 2U and 2V, DnV CN30.1, and AISC LRFD [references 1, 3, 5, 6, 7, 30].
138 pages - 3Mb
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:
An Excel sheet based on the ACI-2005 to predict the long-Term deflection for edge beams in the continous beams and for interior beams. the beams can be either a rectangular shaped or T shaped. The reinforcement can be either singly reinforced or doubly reinforced.
Note that the units are imperial. you can easily transform it to the SI units
Notes:
1.Excel file is editable.
2.Anyone found any bugs, you can fix it.
3.If you revised to a better one, please share it here.[/size][/font]