I have a question, if i need to work with staad 8i wich version is working in full mode/?, I mean with the advance analysis and the design codes i use USA most of the time.
Now days i see there are serveral versions and i see there is a lot of complaining about some versions not working in advance analysis or doing the design.
So could someone with the exprience please point me to the right version. :JC_cheers:
Study of tunnelling through water-bearing fracture zones
This report concerns a study which was conducted for SKB. This report presents results from a baseline study concerning technical issues related to tunnelling through water-bearing fracture zones. SKB aims with this study to improve the generic knowledge of tunnelling through such zones at different depths. As a reference was the experiences of tunnelling through a water-bearing fracture zone with the access ramp to the Äspö Hard Rock Laboratory in Sweden chosen. The content of the report shall be used as a reference for specific issues in the rock engineering design of a deep repository facility.
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Abstract
Concerned with the structural appraisal of buildings, but it is also relevant in parts to the appraisal of other constructions such as bridges, masts, chimneys, cooling towers, cranes and gantries, docks and harbour works, underground structures, containment structures, liquid-excluding structures, pipelines and the like.
Structures being appraised exist physically as opposed to being designed, and therefore much of the uncertainty present at the design stage is absent. This greater certainty can be taken into account in the appraisal, provided sufficient information is gathered.
The report covers the reasons, principles and test methods employed when conducting an appraisal, as well as health and safety and contractual issues.
Publisher: Institution of Structural Engineers
Year: 1996
ISBN: 9781874266280
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i make a model using SAP2000, analyzed by Time History - Nonlinear case.
after that, i want to make Moment vs Curvature diagram of Beam and Column.
my question: how to make moment - curvature of beam/column?
can i use "Display> Show Plot Function " and take Moment (M33) of frame (beam/column) for Y axis, and take Joint rotation (Displ - RY) as X axis?
can we assume rotation of end joint as curvature?
I think the thread about eurocodes that is marked as important in Codes, Manual & Handbook should be reformulated, because there are several threads that have the latest versions. I think we should compile a complete package of the final eurocodes and make a "clean" thread with that. I can help with some final versions if you need.
Im my opinion, another subject that is "dangerous" to the forum is that when we do a search in google there are several civilea threads as results. I don't know if everyone feels the same, but i think if we could correct this it would be better to the forum....
Richard Klingner, "Masonry Structural Design"
McGraw-Hill Professional | 2010 | ISBN: 007163830X | 588 pages | PDF | 10,3 MB
A Complete Guide to Masonry Materials and Structural Design
Written by the former chair of the Masonry Standards Joint Committee (MSJC), this authoritative volume covers the design of masonry structures using the 2009 International Building Code and the 2008 MSJC Code and Specification.
Masonry Structural Design emphasizes the strength design of masonry and includes allowable-stress provisions. Innovations such as autoclaved aerated concrete masonry (AAC) are also discussed. Real-world case studies featuring a low-rise building with reinforced concrete masonry and a four-story building with clay masonry illustrate the techniques presented in this comprehensive resource.
Coverage includes:
•Basic structural behavior and design of low-rise, bearing wall buildings
•Materials used in masonry construction
•Code basis for structural design of masonry buildings, including seismic design
•Introduction of MSJC treatment of structural design
•Strength design of reinforced and unreinforced masonry elements
•Allowable-stress design of reinforced and unreinforced masonry elements
•Comparison of design by the allowable-stress approach versus the strength approach
•Lateral load analysis of shear wall structure
•Design and detailing of floor and roof diaphragms
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This document is a M.Sc. thesis submitted to the Department of Civil and Environmental Engineering at the University of Iceland (Háskóli Íslands) for the fulfilment of the award of Master of Science in a Masters program in Environment and Natural Resources.
The study describes the grouting activities carried out at the Tunnel Boring Machine (TBMs) fullface and the Drill and Blast sections of the Kárahnjukar Head Race Tunnel (HRT).
This thesis will generally summarise some of the experiences and lessons learned during the construction of Kárahnjúkar Hydroelectric Head Race Tunnel.
Number Of Pages: 161
ISBN: 9789979981206
Printed in Iceland by Háskólaprent, 2007
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Numerical Methods ans Analysis
International Editions 1992
by
James L. Buchanan - U.S. Nallat Academy
Peter R. Turner - U.S. Nalla/ Academy
CONTENTS:
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Damage of Transportation Facilities due to 2010 Chile Earthquake
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I was wondering how i might better serve the forum. Im in my second year of engineering so i don't have much in the way of experience to offer. I can however take direction well. I was wondering if you might think about having an undergraduate engineer section. For that i have alot of info.
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