This document is a comprehensive design code for concrete. It is the result of a comprehensive revision to the original model code of 1978, which was produced jointly by the Comite Euro-International du Beton (CEB) and the Federation Internationale de la Precontrainte (FIP). Model Code 1990 has more detailed guidelines and explanations than national codes and can be used as a basis for them. It has already influenced the codification work that is being carried out both nationally and internationally and will continue to do so. With the publication of Eurocode 2: Part 1 as a draft pre-standard, this document is a useful reference during the consultative period before Eurocode 2 becomes a European standard. It may be of use to anyone involved in codification work on concrete.
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The purpose of the book is to present the principles and practice of design for some of the main modern structures. It intended for final year degree students to show the application of structural engineering theory and so assist them to gain a appreciation of the problems involved in the design process in the limited time available in college. In such a presentation many topics cannot be covered in any great detail.
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The study of buckling loads, which often hinges on numerical methods, is key in designing structural elements. But the need for analytical solutions in addition to numerical methods is what drove the creation of Exact Solutions for Buckling of Structural Members. It allows readers to assess the reliability and accuracy of solutions obtained by numerical methods. The author has attempted to gather and present as many exact buckling solutions as possible in one single volume for engineers and researchers. These buckling solutions of columns, beams, arches, ring plates and shells should serve as benchmarks for checking the validity, convergence and accuracy of numerical methods and solutions.
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Design of Metallic Cold-Formed Thin-Walled Members
Publisher: Taylor & Francis | ISBN: 0415244374 | edition 2001 | PDF | 224 pages | 3,37 mb
The aims of this book are to introduce the reader to the study of cold formed steel members, to indicate the background to the methods used in design analysis of such members and to illustrate the application of the design methods.
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N.E. Shanmugam, C.M. Wang, "Analysis and Design of Plated Structures, Volume 1: Stability"
CRC | 2006 | ISBN: 0849395453 | 498 pages | PDF | 6,5 MB
Written by an international team of contributors and under the aegis of distinguished editors, Analysis and Design of Plated Structures: Volume 1: Stability reviews the wealth of research in this important area and its implications for design, safety, and maintenance. The book considers the various types of buckling that plated structures are likely to encounter and reviews buckling in a range of materials, from steel to various types of composites. The chapter authors discuss the behavior of differing type of components used in steel plated structures. These components include steel members and columns as well as curved, stiffened, corrugated, laminated, and other types of plate design.
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Concrete in Hot Environments
By I. Soroka
Publisher: Taylor & Francis
Number Of Pages: 251
Publication Date: 1994-01-03
ISBN-10 / ASIN: 0419159703
ISBN-13 / EAN: 9780419159704
Elevated temperatures are known to affect the properties of both fresh and hardened concrete. This book describes in detail these effects and explains the mechanisms involved with particular reference to their practical aspects
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Geotechnical Earthquake Engineering Simplified Analyses with Case Studies and Examples
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Geotechnical Earthquake Engineering: Simplified Analyses with Case Studies and Examples
By Milutin Srbulov
Publisher: Springer
Number Of Pages: 244
Publication Date: 2008-10
ISBN-10 / ASIN: 1402086830
ISBN-13 / EAN: 9781402086830
This volume describes simplified dynamic analyses that bridge the gap between the rather limited provisions of design codes and the rather eclectic methods used in sophisticated analyses. Graphs and spreadsheets are included for the ease and speed of use of simplified analyses of:
soil slope (in)stability and displacements caused by earthquakes,
sand liquefaction and flow caused by earthquakes,
dynamic soil-foundation interaction,
bearing capacity and additional settlement of shallow foundations,
earthquake motion effects on tunnels and shafts,
frequent liquefaction potential mitigation measures.
A number of comments on the assumptions used in different methods, limitation and factors affecting the results are given. Several case histories are also included in the appendices in order to assess the accuracy and usefulness of the simplified methods.
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The contributions in this publication describe the methods employed to repair localized damage to large structures to increase the useful life of the structure. The technology and application of sheets (or "wraps") made of fibre-reinforced plastic materials ("composites") are also discussed. Part I discusses the use of these wraps for the repair of various structures, for example concrete and steel. Part II includes discussions on the development and application of techniques for strain measurement and damage monitoring. Part III is concerned with process improvement, including mechanical behaviour simulation, process properties and the effects of manufacturing error.
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Google Earth lets you fly anywhere on Earth to view satellite imagery, maps, terrain, 3D buildings, from galaxies in outer space to the canyons of the ocean. You can explore rich geographical content, save your toured places, and share with others.
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Mohr Circles, Stress Paths and Geotechnics
By Richard H Parry
Publisher: Taylor & Francis
Number Of Pages: 272
Publication Date: 2004-06-15
ISBN-10 / ASIN: 0415272971
ISBN-13 / EAN: 9780415272971
Mohr Circles are a powerful and widely used technique for representing stresses and strains in soil and rock, and for converting test data into design parameters, but they have many other uses in solving geotechnical problems. Mohr Circles, Stress Paths and Geotechnics gives a unified presentation of the theory and application of the techniques, and is the only book to examine the behavior of both soil and rock in a fundamental and comprehensive manner.
The second edition of this well established book has been comprehensively updated in line with recent developments. After presenting the fundamentals of stress and strain, and their graphical representation, the book includes chapters on failure states in soils and rocks, observed and elastic paths, and the use of discontinuities.
New sections include shear bands and small strain behavior, as well as the use of elastic shear modular stress calculations and discontinuities in plasticity calculations. Expanded coverage is also given to dilitancy of soils and roughness of rock joints.
Mohr Circles, Stress Paths and Geotechnics will be invaluable for geotechnical engineers in teaching, research and practice.
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