General Theory of Elastic Stability
By J.M.T. Thompson, Giles William Hunt
Publisher: John Wiley & Sons Ltd
Djvu 4.4 Mb
Number Of Pages: 336
Publication Date: 1973-01-01
ISBN-10 / ASIN: 0471859915
ISBN-13 / EAN: 9780471859918
This book, is the result of a decade of research activity and presents a general nonlinear mathematical theory of elastic stability for conservative systems. Generalized coordinates are employed, and the treatise represents a sizeable contribution to bifurcation theory of classical mechanics in the spirit of H. Poincare. It has important applications in the nonlinear eigenvalue analyses of practical solids and structures, making it of immediate concern to structural engineers, as well as to wider audiences across the physical sciences
in such areas as crystallography and cosmology.
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Hi Friends,
I've put couple of word files where i've put in the design load combinations required to analyze building and foundation in Etabs and Safe respectively in two separate word files. Make use....
Happy to help..
God Bless All
Regards
Link
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dear members
i need to access urgently,
The NISEE Software Library CDROM,
could you anybody help me this problem?
or drectly send me username and password my pm?
thanks,
i wanna access below link
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Book Description:
The finite element method (FEM) has become one of the most important and useful tools for scientists and engineers. This new book features the use of MATLAB to present introductory and advanced finite element theories and formulations. MATLAB is especially convenient to write and understand finite element analysis programs because a MATLAB program manipulates matrices and vectors with ease. The book is suitable for introductory and advanced courses in the Finite Element Method, as well as a reference for practicing engineers.
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BS 8103-2:2005 provides recommendations for walls above ground level damp proof course (DPC) and walls between ground floor level and top of foundation level in the following range of buildings of traditional construction:
a) low-rise housing comprising detached, semi-detached and terraced houses and flats (with not more than four self-contained dwelling units per floor accessible from one staircase) of not more than three storeys above ground, intended for domestic occupation and as governed by stated limiting conditions given in this code
b) certain small single storey non-residential buildings, e.g. domestic garages and annexes to residential buildings not exceeding 36 m2 in floor area.
For the purposes of this British Standard additional habitable accommodation in the roof space constitutes a storey of the house. BS 8103-2 does not include the design of basements, but providing the basement is of one level only and is designed to provide a firm platform at ground level, the provisions of this standard may apply to the superstructure above the basement.
The recommendations in BS 8103-2 are intended to provide economic safe designs without the need for calculations of loading and strength criteria.
This revision of BS 8103-2:2005 takes into account the introduction of the new harmonized product specifications for masonry units. This standard also includes the revised wind map for the United Kingdom and revised building height tables based on the basic wind speeds defined in BS 6399-2:1997.
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Here you are a lot of codes from DNV (Det Norske Veritas). For those that know nothing about it, I must say that it is an institution that focus on "managing risk" of a lot of different industries. The codes that I have included here are about offshore industry.
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Slim Floors with Built-in Beams. ECCS Publication 83.
No image available
The European Convention for Constructional Steelwork - ECCS - brings together the trade association of the various national constructional steelwork industries. It represents, therefore, several thousands firms throughout Europe. Eurofer is the association of the european steel producers and, in particular, the
producers of hot rolled sections and plates, actively engaged in promoting the use of steel for buildings and civil engineering.
For several years ECCS and Eurofer have been working together to develop the use of steel frame construction throughout Europe, notably by publishing documents for designers.
This publication - one of the results of this partnership - is part two on integrated structural design for multi-storey buildings in steel. It should be read in addition to ECCS Publication 74 « Multi-storey buildings in steel: the Swedish method ».
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Metal Fatigue: Effects of Small Defects and Nonmetallic Inclusions
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Metal Fatigue: Effects of Small Defects and Nonmetallic Inclusions
Elsevier Science
2002
Englisch
Pages: 384
Yukitaka Murakami
ISBN 0080440649
PDF 10 Mb
This book is an English translation of the original Japanese, first published in 1993, but with two brand new chapters on fatigue failure of steels and the effect of surface roughness on fatigue strength. The first part of this book includes a concise explanation of metal fatigue. The methodology employed is based on important and reliable experimental results and may be usefully applied to other fatigue problems not directly treated in the book. The second half mainly addresses problems related to the influence of nonmetallic inclusions. This includes the introduction of an inclusion rating method based on the statistics of extremes, which will be useful not only for fatigue strength evaluation but also for making improvements in steel processing and material quality control.
Engineers and researchers involved in the study of metal fatigue should find this work useful for solving practical problems in industry and developing new laboratory
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