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M@hdi42
7th October 2013, 02:58 AM
The Great Wenchuan Earthquake of 2008:
A Photographic Atlas of Surface Rupture and Related Disaster
http://forum.civilea.com/Thread-the-great-wenchuan-earthquake




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Authors: Aiming Lin, Zhikun Ren
Edition: Illustrated
Publisher: Springer Verlag, 2010
ISBN: 3642037585, 9783642037580
Length: 120 pages
Pdf: 53.3 Mb
Pdf Quality Condition: 8 points (over 10)

"The Great Wenchuan Earthquake of 2008: A Photographic Atlas of Surface Rupture and Related Disaster" focuses on the main deformation characteristics of co-seismic surface rupture, including rupture length and slip distribution of co-seismic surface rupture caused by the Wenchuan Earthquake and its associated relief operation. The magnitude Ms8.0 (Mw 7.9) Wenchuan Earthquake occurred on 12 May 2008 in the Longmen Shan region of China, the topographical boundary between the Tibetan Plateau and the Sichuan Basin, resulting in extensive damage throughout central and western China. This atlas contains distinct photographs obtained during the field investigation carried out immediately 2 days after the quake. The atlas is designed for geologists, seismologists and architecture engineers engaged in seismic mechanisms and surface rupture deformation characteristics of large intracontinental earthquakes.

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M@hdi42
10th October 2013, 02:18 AM
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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