Title: Penetration Testing
Author: Institution of Civil Engineers Staff
Authors: Institution of Civil Engineers Staff
ISBN 13: 9780727713773
ISBN 10: 727713779
Physical: Hardcover
Publisher:
Publication date: 1989
this a link for the file but i cant download it
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Dear Admin and staff
my suggestion is to Re-arrange and divide the sub-forum ( software manuals ) by following the same dividing in (Software Products )
Csi manuals
Autodesk manuals
Bentley manuals
TEKLA manuals
CSC manuals
Other Civil Eng. manuals
Non Engineering manuals
nowadays , as we can see trimble group "Tekla" decided to merge CSC company to have a full product support for BIM system , we see same issue before with autodesk and bently.
autodesk is using robot to provide a structural solutions and bentely is using staad pro. and now with tekla you can use orion and fastrak , I expect tekla will provide some additional tools to improve link between detailing software "tekla structure" and analysis software "fastrak and orion"...
I can use a phrase that says " all in one " . this is the main object of these companies.
not only analysis engine but also design tools as connection design , we can see with bentely alot of connection design softwares are available...
I can say currently the market of software is not to provide a local solution for engineering problems but to provide a global solution including all engineering details, archtect design , structural analysis and solutions , detailing design and drawings, 3D views ,coordinations with all other parts of the project..
and also I noted that still CSi and Midas group not merging with any other part..they providing only structural solutions...
finally I am very interested to see what Tekla will improve and what tekla will provide users for the CSC softwares "orion , Fastrak, Tedds"..
This book presents an integrated systems approach to the evaluation, analysis, design, and maintenance of civil engineering systems. Addressing recent concerns about the world's aging civil infrastructure and its environmental impact, the author makes the case for why any civil infrastructure should be seen as part of a larger whole. He walks readers through all phases of a civil project, from feasibility assessment to construction to operations, explaining how to evaluate tasks and challenges at each phase using a holistic approach. Unique coverage of ethics, legal issues, and management is also included.
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Author: Howard G. Allen | Size: 4.4 MB | Format:PDF | Quality:Unspecified | Publisher: Pergamon | Year: 1969 | pages: 292 | ISBN: 1483126625 ISBN13: 9781483126623
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Persyaratan Beton Struktural untuk Bangunan Gedung
Author: Badan Standarisasi Nasional Indonesia | Size: 2.7 MB | Format:PDF | Quality:Original preprint | Publisher: BSN | Year: 2013 | pages: 265
Standar ini digunakan dalam perencanaan dan pelaksanaan struktur beton untuk bangunan
gedung, atau struktur bangunan lain yang mempunyai kesamaan karakter dengan struktur
bangunan gedung.
Standar ini merupakan revisi dari SNI 03-2847-1992 Tata cara penghitungan struktur beton
untuk bangunan gedung yang mengacu pada ACI 318M-11 Building Code Requirements for
Structural Concrete. Modifikasi yang dilakukan berupa penambahan daftar definisi pada
pasal 2.2.
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I am looking for the Flour Daniel Design Guidelines. This document is like AISC design practice, but from Flour Daniel. If anybody has this document, please share.
This volume is a thorough introduction to contemporary research in elasticity, and may be used as a working textbook at the graduate level for courses in pure or applied mathematics or in continuum mechanics. It provides a thorough description (with emphasis on the nonlinear aspects) of the two competing mathematical models of three-dimensional elasticity, together with a mathematical analysis of these models. The book is as self-contained as possible.
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The objective of Volume II is to show how asymptotic methods, with the thickness as the small parameter, indeed provide a powerful means of justifying two-dimensional plate theories. More specifically, without any recourse to any a priori assumptions of a geometrical or mechanical nature, it is shown that in the linear case, the three-dimensional displacements, once properly scaled, converge in H1 towards a limit that satisfies the well-known two-dimensional equations of the linear Kirchhoff-Love theory; the convergence of stress is also established.In the nonlinear case, again after ad hoc scalings have been performed, it is shown that the leading term of a formal asymptotic expansion of the three-dimensional solution satisfies well-known two-dimensional equations, such as those of the nonlinear Kirchhoff-Love theory, or the von K?rm?n equations. Special attention is also given to the first convergence result obtained in this case, which leads to two-dimensional large deformation, frame-indifferent, nonlinear membrane theories. It is also demonstrated that asymptotic methods can likewise be used for justifying other lower-dimensional equations of elastic shallow shells, and the coupled pluri-dimensional equations of elastic multi-structures, i.e., structures with junctions. In each case, the existence, uniqueness or multiplicity, and regularity of solutions to the limit equations obtained in this fashion are also studied.
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The objective of Volume III is to lay down the proper mathematical foundations of the two-dimensional theory of shells. To this end, it provides, without any recourse to any a priori assumptions of a geometrical or mechanical nature, a mathematical justification of two-dimensional nonlinear and linear shell theories, by means of asymptotic methods, with the thickness as the "small" parameter.
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the second vol had been posted before but because of new title for 3 vol I made new thread,please merge these two threads and delete my post.
second vol link:
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