Title : “Performance based seismic design”
Author : M.J.N. Priestley
Year : 2000
Publisher : Proceedings of the 12th World Conference on. Earthquake Engineering ( in New Zealand )
Author: Dennis R. Moss | Size: 13.6 MB | Format:PDF | Publisher: Gulf Professional | Year: 2004 | pages: 499 | ISBN: 0750677406
Designers of pressure vessels and related equipment frequently have design information scattered among numerous books, periodicals, journals, and old notes. Then, when faced with a particular problem, they spend hours researching its solution only to discover the execution may have been rather simple. This book can eliminate those hours of research by providing a step-by-step approach to the problems most frequently encountered in the design of pressure vessels. This book makes no claim to originality other than that of format. The material is organized in the most concise and functionally useful manner. Whenever possible, credit has been given to the original sources. Although every effort has been made to obtain the most accurate data and solutions,it is the nature of engineering that certain simplifying assumptions be made. Solutions achieved should be viewed in this light, and where judgments are required, they should be made with due consideration. Many experienced designers will have already performed many of the calculations outlined in this book, but will find the approach slightly different. All procedures have been developed and proven, using actual design problems. The procedures are easily repeatable to ensure consistency of execution. They also can be modified to incorporate changes in codes, standards, contracts, or local requirements. Everything require for the solution of an individual problem is contained in the procedure. This book may be used directly to solve problems, as a guideline, as a logical approach to problems, or as a check to alternative design methods. If more detailed solutions are required, the approach shown can be amplified where required. The user of this book should be advised that any code formulas or references should always be checked against the latest editions of codes, ie., ASME Section VIII, Division 1, Uniform Building Code, arid ASCE 7-95. These codes are continually updated and revised to incorporate the latest available data.
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Posted by: hmwere - 11-24-2010, 09:42 AM - Forum: Archive
- No Replies
Just as a suggestion,
I am currently stationed in India. This may not be just a restriction only here but could be in any other country especially on institutional internet.
For links that have words such as design or video in them, we are not able to download them.
For now , these are the only words i know about.
If the uploader team and other CivilEAns try to omit these words in their links, we may be able to download such files, say video and design files.
Author: Gary C. Hart, Kevin Wong | Size: 119 MB | Format:PDF | Publisher: John Wiley & Sons Inc. | Year: 2000 | pages: 600 | ISBN: 0471361690
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I usually sign/log in to my account on different PCs and sometimes forget to sign out.
This has happened on so many occasions. Recently i logged into my account using someones laptop who later traveled off to some place far. I worry that these people might access my account without my permission.
How can i prevent this now that i can not recall any of them well.
If i log off on my PC and log back in, it does not help at all. On their machines i stay logged in!!! Computer gurus please help out regarding this matter.
Is there any other advanced way of logging out completely from all these PCs so i can only log in using my PC? , whether remotely?
I was wondering what is the best and easiest to learn software for FEM/FDM analysis in geotechnics?
There is Plaxis which has lots of advantages, especially regarding Rocsciences Phase 2D. I would put Geostudio somewhere in between that two. But is there something else.
Of course, this three mentioned works with FEM. Other known is FLAC (FDM).
There are some other softwares like Soilvision, GEO5, MIDAS... but which is the best, and simplest.
Best regards
freequo
Posted by: parhyang - 11-24-2010, 06:55 AM - Forum: Concrete
- No Replies
The Equivalent Frame Analysis for Reinforced Concrete Slabs
Author: Corley,Sozen,Siess,Jirsa | Size: 7.68 MB | Format:PDF | Publisher: University of Illinois at Urbana | Year: 1961 & 1970 | pages: 174 & 10 | ISBN: none
Report Document and Paper for Concrete Slabs Design using Equivalent Frame Method by Corley, Sozen & Siess (1961) and Corley & Jirsa (1970)
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This European Standard specifies test methods for determining the strength and deformation characteristics of
laterally loaded connections with nail, screws, dowels and bolts in load-bearing timber structures.
The methods assess connections with members of timber (solid timber or glued laminated timber) or wood-based
products or metal plates (but not punched metal plate fasteners) in the combination proposed for use in service.
The methods are used to determine load-slip characteristics and maximum load of connections where various
angles between the applied force and the timber grain direction, or the main direction of the wood-based products,
respectively, are possible.
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