Volcanic and Tectonic Hazard Assessment for Nuclear Facilities

[M@hdi42]

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Volcanic and Tectonic Hazard Assessment for Nuclear Facilities
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VOLCANIC AND TECTONIC HAZARD ASSESSMENT
FOR NUCLEAR FACILITIES
Geoscientists worldwide are developing and applying methodologies to estimate geologic hazards
associated with the siting of nuclear facilities, including nuclear power plants and underground repos-
itories for long-lived radioactive wastes. Understanding such hazards, particularly in the context of
the long functional lifetimes of many nuclear facilities, is a challenging task. This book documents
the current state of the art in volcanic and tectonic hazard assessment for proposed nuclear facilities,
which must be located in areas where the risks associated with geologic processes can be quantified
and are demonstrably low.
Specific topics include overviews of volcanic and tectonic processes, the history of development
of hazard assessment methodologies, description of current techniques for characterizing hazards,
and development of probabilistic methods for estimating risks and uncertainties. Examples of hazard
assessments are drawn from around the world, including the United States, Great Britain, Sweden,
Switzerland and Japan.
This volume will promote much interest and debate about this important topic among research
scientists and graduate students actively developing methods in geologic hazard assessment, geolo-
gists and engineers charged with assessing the safety of nuclear facilities and those with regulatory
responsibility to evaluate such assessments.

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Additional product details:

# Hardcover: 638 pages
# Publisher: Cambridge University Press; 1 edition (September 28, 2009)
# Language: English
# ISBN-10: 0521887976
# ISBN-13: 978-0521887977

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[M@hdi42]

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LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION For Structural Steel Buildings
http://forum.civilea.com/Thread-ansi...-specification

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Supersedes the Load and Resistance Factor Design Specification
for Structural Steel Buildings dated
December 1, 1993 and all previous versions.
Prepared by the
American Institute of Steel Construction, Inc.
Under the Direction of the
AISC Committee on Specifications and approved by
the AISC Board of Directors.
The information presented in this publication has been prepared in accordance with
recognized engineering principles and is for general information only. While it is
believed to be accurate, this information should not be used or relied upon for any
specific application without competent professional examination and verification of
its accuracy, suitability, and applicability by a licensed engineer, architect or other
professional. The publication of the material contained herein is not intended as a
representation or warranty on the part of the American Institute of Steel Construction,
Inc. or of any other person named herein, that this information is suitable for
any general or particular use or of freedom from infringement of any patent or patents.
Anyone making use of this information assumes all liability arising from such
use.
Caution must be exercised when relying upon other specifications and codes developed
by other bodies and incorporated by reference herein since such material may
be modified or amended from time to time subsequent to the printing of this edition.
The American Institute of Steel Construction, Inc. bears no responsibility for such
material other than to refer to it and incorporate it by reference at the time of the
initial publication of this edition.
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