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IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.
16 excel sheets for the design of different components (purlin, connections, joist, foundations etc) of STEELTEK
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Bounding Uncertainty in Civil Engineering: Theoretical Background
Bounding Uncertainty in Civil Engineering: Theoretical Background
Alberto Bernardini, Fulvio Tonon,
Springer | 2010 | ISBN: 3642111890, 9783642111891 | 350 pages | PDF | 3,5 MB
In engineering contexts, random sets are useful when there is scarce or imprecise information as well as when a model for the engineering system is imprecise (e.g., discretization errors, different competing models, upper and lower bounds in limit analysis). Random sets generalize the concept of random variables from point measures to set measures; equivalently, they embody a convex set of probability measures.
Taking an engineering approach rather than a mathematical one, Random Sets in Civil Engineering is a gentle introduction to the subject that does not require advanced mathematical knowledge. Basic ideas and methods are presented and demonstrated with the aid of simple worked-out examples and suggested problems. Connections are clarified to the more general theory of imprecise probabilities and to other non classical models of uncertainty and approximate reasoning in decision making (e.g., fuzzy sets and evidence theory).
The book serves as a reference for practicing engineers involved in planning, design, construction and management of civil infrastructures, as well as a graduate-level textbook. Readers interested in uncertainty modelling will find general solutions and algorithms, which may also be applied to problems in other fields beyond engineering.
In the second volume of the book (to be planned in the future), the application of the new methods is demonstrated for selected examples with real case-histories from civil engineering: reliability analysis of structures, soil and rock slopes, rock mass characterization, optimization of tunnel reinforcement and lining, evaluation of seismic vulnerability of buildings and damage scenarios in urban areas.
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Application of soil nailing for slope stability purpose - UTS Student Final Project
benefit. One of the most common slope stabilisation methods is
soil nailing.
The soil nail application has been developed in the last 30 years. This method is growing
rapidly and becoming more popular due to its advantages. Use of the soil nail method for
reinforcing unstable slopes is one of the most favourable solutions in geotechnical
engineering practice. Thus, there would be a lot of benefit for future use which would be
associated with the development of the soil nail application for slope stabilisation.
This project will present the application of soil nail for slope stabilisation. The benefits and
limitations of soil nail and its construction procedures are described. In addition, design
requirements and quality control specifications are explained. Slope stability analysis using
“SLOPE/W” code is demonstrated and a design method of soil nail using Slope/W is
described in detail. Two selected case studies, located in Hong Kong and Australia, are
presented to demonstrate the effectiveness of the soil nail system for slope stabilisation.
These case studies present a typical design method used for soil nail walls. A simplified hand
calculation method is compared with the limit equilibrium approach used in Slope/W code.
It should be noted that soil nailing is one of the methods used for stabilising medium size
slopes. Enhancing public education for the landslide hazard is the most desirable way to
prevent human loss and property damage in high landslide risk areas. In this study, some
recommendations regarding increasing public awareness about landslide hazards are
described as well.
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Fundamentals of Durable Reinforced Concrete (Modern Concrete Technology Series (E. & F.N. Spon).)
By Mark Richardson
* Publisher: Taylor & Francis
* Number Of Pages: 208
* Publication Date: 2002-06-28
* ISBN-10 / ASIN: 0419237801
* ISBN-13 / EAN: 9780419237808
* Binding: Hardcover
Product Description:
Fundamentals of Durable Reinforced Concrete presents in a single volume the fundamental aspects of concrete durability including reinforcement corrosion, carbonation, chloride ingress, alkali-aggregate reaction, freeze/thaw damage, sulfate attack, chemical attack, cracking, abrasion and weathering. Students and professionals alike will find this volume to be an indispensable reference.
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Posted by: yakwetu - 03-18-2010, 07:35 AM - Forum: Archive
- No Replies
Product Description
Concrete durability in climates where freezing and thawing occurs is a continuing problem. It is particularly acute for highway and bridge structures, where de-icing salts are used to combat the effects of frost, snow and ice. These salts can cause damage to concrete and accelerate corrosion of reinforcements. This book presents the latest international research on this area, with contributions from North America and Europe which were presented at an international RILEM workshop.
J. Marchand (Editor), M. Pigeon (Editor), M.J. Setzer (Editor)
Hardcover: 286 pages
Publisher: Taylor & Francis; 1st ed edition (December 1, 1996)
Language: English
ISBN-10: 0419200002
ISBN-13: 978-0419200000
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I would like to know how to use NL-Link element (zero-length element) in SAP2000 in order to use in nonlinear analysis. Is it necessary to create 2 nodes in the same ordinates for this element?
I already read the manual book, but still my model was not showing the correct result.
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