A. S. Elnashai and A. M. Mwafy "Overstrength and force reduction factors of multistorey reinforced-concrete buildings", Volume 11, Issue 5, pages 329–351, 15 December 2002
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I was wondering if someone have this paper. Best regards
A New Finite Element Model for Pile-Soil Interaction
by
[i]K. X. Liu, (Lecturer, School of the Built Environment and Design, Singapore Polytechnic, 500 Dover Road, Singapore 139651), F. H. Lee, (Associate Professor, Department of Civil Engineering, National University of Singapore), and K. Y. Yong, (Professor, Department of Civil Engineering, National University of Singapore)
pp. 441-451, (doi 10.1061/40744(154)29)
Conference Proceeding Paper
and
Finite element analysis of laterally loaded fin piles
Authors:
J. -R. Peng
School of Civil Engineering and Geosciences, Newcastle University, Newcastle upon Tyne, NE1 7RU, UK
M. Rouainia
School of Civil Engineering and Geosciences, Newcastle University, Newcastle upon Tyne, NE1 7RU, UK
B. G. Clarke
School of Civil Engineering and Geosciences, Newcastle University, Newcastle upon Tyne, NE1 7RU, UK
Published in:
Journal
Computers and Structures archive
Volume 88 Issue 21-22, November, 2010
Pergamon Press, Inc. Elmsford, NY, USA
table of contentsdoi>10.1016/j.compstruc.2010.07.002
This European Standard for a single series of flanges specifies requirements for circular steel flanges in PN designations PN 2,5 to PN 400 and nominal sizes from DN 10 to DN 4000. This European Standard specifies the flange types and their facings, dimensions, tolerances, threading, bolt sizes, flange jointing face surface finish, marking, materials, pressure/ temperature ratings and approximate flange masses. For the purpose of this European Standard, "flanges" include also lapped ends and collars. This European Standard applies to flanges manufactured in accordance with the methods described in Table 1. Non-gasketed pipe joints are outside the scope of this European Standard.
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How should I start a poll thread? When creating a new thread, there is an option that you can tick "I want to post a poll", but when I ticked this option, nothing happens when I preview my post. How should I use this option.
COMMENTARY AND WORKED EXAMPLES TO EN 1993-1-5 “PLATED STRUCTURAL ELEMENTS”
Author: B. Johansson, R. Maquoi, G. Sedlacek, C. Müller, D. Beg | Size: 4.28 MB | Format:PDF | Publisher: JRC – ECCS | Year: 2007 | pages: 242 | ISBN: ISSN 10185593
The objective of this commentary is to present the scientific background to the rules. The mechanical models behind the rules are presented and references to source documents are given. All such models include simplifications, which have to be justified by calibration of the rules against test results. Several models for each failure mode have been checked with calibrations according to Annex D of EN 1990 [2] and the ones included in EN 1993-1-5 are those giving the lowest scatter and the most uniform safety. The procedure for calibration will be summarised in section 1.2. It should be noted that EN 1993-1-5, being a generic code, does not suggest γM values. According to the Eurocode system these values depend on the specific application and should be given by application parts e.g. for buildings in EN 1993-1-1 [3] and bridges in EN 1993-2 [4].
Although the rules may look unfamiliar to many engineers they are in fact only a new combination of rules from different European countries. For the time being they represent a set of useful rules for common plated structures. The intention is to cover beam type of structures like I-girders and box-girders. There are also details that may be improved by further research and some indications are given in this commentary.
This commentary is organised mainly in the same way as the code. In the right hand margin of the pages there are references to the specific clause in the code that the text refers to. The section headings follow that of the code but sometimes related rules from other sections are dealt with together with the main topic of the section. References to literature are given in the end of each section. Some sections go quite far into detail with the intention of documenting unpublished work with development of design rules during the drafting of the code. This commentary is not an official document from CEN but a private initiative by the authors. The content of commentary expresses the opinion of the author of each section although the content has been reviewed within the group. This applies also to clarifications and interpretations of the code. In addition to giving background information to the sections of EN 1993-1-5 this commentary also presents some worked examples in Section 15, 16 and 17. They show how the rules of the code can be applied in practical design.
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Newton-Euler Dynamics
By Mark D. Ardema
Springer | English | 2005 | ISBN: 0387232753 | 316 Pages | DJVU | 1,7 MB
“ Most books on this subject are designed for elective courses in "intermediate dynamics" covering advanced Newtonian and introductory Lagrangian methods. Such books do not give adequate emphasis to advanced topics in Newton-Euler dynamics. Because the first required course in dynamics usually concentrates on 2-D dynamics, important 3-D problems are left to a further course. Examples are robots, automated manufacturing devices, aerospace vehicles, and biomechanical components. This material cannot be covered adequately in one course if it is to be shared with an introduction to Langrangian methods. This text is devoted to application of Newton-Euler methods to complex, real-life 3-D dynamics problems; it essentially completes this topic.
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Author: Masonry Institute of America (MIA) | Publisher: Masonry Institute | Year: 2007 | pages: 432 | ISBN: 10940116448
The Masonry Design Manual, 4th Edition, assists non-engineers designing for or working with masonry in understanding masonry materials and the construction process. It references provisions of the 2006 International Building Code, ACI 530/ASCE 5/TMS402, and the 2005 Specification for Masonry Structures, and includes unit conversions and hundreds of masonry details.
Masonry Design Manual, 4th Edition, is published by Masonry Institute of America and the International Code Council. This new edition assists the designer in understanding masonry materials and the construction process. It incorporates the latest information available and is consistent with the provisions of the 2006 International Building Code, ACI 530/ASCE 5/TMS402, and the 2005 Specification for Masonry Structures. The book covers clay brick, concrete masonry, natural stone, terra cotta, glass block, reinforcing steel, veneer, mortar and grout, brick masonry construction. It includes unit conversions as well as hundreds of masonry details.
A valuable tool for the non-engineer designing for or working with masonry.
Masonry is perhaps the oldest building material, yet it is the least understood. This book is intended to assist the designer in understanding the materials and the construction process. It is our desire to fulfill a need of the designer, that is, to understand masonry materials in simple terms.
This book incorporates the latest information available and is consistent with the design provisions of the 2006 International Building Code, the 2005 Building Code Requirements for Masonry Structures (ACI 530/ASCE 5/TMS 402) and the 2005 Specification for Masonry Structures (ACI 530.1/ASCE 6/TMS 602). The authors are presenting the material intended for the benefit of non-engineering disciplines, such as architects and contractors. There are a number of engineering concepts contained in the publication, but they are important to understanding the value of the basic concepts of masonry.
There are several sources that this publication incorporates, including the previous editions of the Masonry Design Manual, Technical Notes from the Brick Industry Association and National Concrete Masonry Association and a number of other technical publications developed by the Masonry Institute of America and other sources were used in the development of this publication. The compilation of this information is focused to the benefit of the designer and should be a valuable tool in improving the masonry industry.
This publication is not intended to replace the designer and anyone developing a masonry project should seek the assistance of a design professional, The Masonry Institute of America welcomes recommendations for the extension and improvement of the material and any new design techniques that may be incorporated into future editions.
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Analytic Capacity and Rational Approximation (Lecture Notes in Mathematics)
Analytic Capacity and Rational Approximation (Lecture Notes in Mathematics)
Publisher: Springer | ISBN: 3540042202 | edition 1968 | PDF | 163 pages | 1,84 mb
Analytic Capacity and Rational Approximation (Lecture Notes in Mathematics) by Lawrence Zalcman
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Product Description:
Designed for those involved in analysis and design of random systems, this text analyzes a class of discrete mathematical models of engineering systems. It clearly identifies key issues and offers an instructive review of relevant theoretical concepts, with particular attention to a spectral approach. 93 figures. 7 tables.
1991 edition.
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use ( DjVu Viewer Plug-in 6.1.1) to view the book
download from the link below
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