Routine Data Processing in Earthquake Seismology: With Sample Data and Exercises

[M@hdi42]

Routine Data Processing in Earthquake Seismology: With Sample Data and Exercises
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By Jens Havskov, Lars Ottemoller

* Publisher: Springer
* Number Of Pages: 380
* Publication Date: 2010-05-24
* ISBN-10 / ASIN: 904818696X
* ISBN-13 / EAN: 9789048186969

Product Description:
The purpose of this book is to get a practical understanding of the most common processing techniques in earthquake seismology. The book deals with manual methods and computer assisted methods. Each topic will be introduced with the basic theory followed by practical examples and exercises. There are manual exercises entirely based on the printed material of the book, as well as computer exercises based on public domain software. Most exercises are computer based. The software used, as well as all test data are available from:
http://extras.springer.com
This book is intended for everyone processing earthquake data, both in the observatory routine and in connection with research. Using the exercises, the book can also be used as a basis for university courses in earthquake processing.

Since the main emphasis is on processing, the theory will only be dealt with to the extent needed to understand the processing steps, however references will be given to where more extensive explanations can be found.

Includes:
• Exercises
• Test data
• Public domain software (SEISAN)
available from:
http://extras.springer.com
you can download form one of the following links:

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[M@hdi42]

LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION For Structural Steel Buildings
http://forum.civilea.com/Thread-ansi-aisc-360-05-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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