Earthquake geotechnical engineering design / (Record no. 11036)

MARC details
000 -LEADER
fixed length control field 02286nam a22002657a 4500
001 - CONTROL NUMBER
control field 9527
003 - CONTROL NUMBER IDENTIFIER
control field IN-BhIIT
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20200626140115.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 200626b ||||| |||| 00| 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9783319031811 (hbk.)
040 ## - CATALOGING SOURCE
Original cataloging agency IN-BhIIT
041 ## - LANGUAGE CODE
Language code of text eng
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 624.1762
Book number MAU/E
245 00 - TITLE STATEMENT
Title Earthquake geotechnical engineering design /
Statement of responsibility, etc edited by Michele Maugeri, Claudio Soccodato
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication Switzerland :
Name of publisher Springer,
Year of publication c2014.
300 ## - PHYSICAL DESCRIPTION
Number of Pages xii, 388 pages :
Other physical details(ill.) illustrations (some color) ;
Dimensions(size) 24 cm.
490 1# - SERIES STATEMENT
Series statement Geotechnical, geological and earthquake engineering,
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc Includes bibliographical references and index.
520 ## - SUMMARY, ETC.
Summary, etc Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed. Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts. The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical Term Earthquake engineering
Form subdivision Congresses.
Topical Term Geotechnical engineering
Form subdivision Congresses.
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Soccodato, Claudio
Relator term editor
Personal name Maugeri, Michele
Relator term editor
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type Technical Reference Book
Holdings
Withdrawn status Lost status Damaged status Not for loan Collection code Home library Current library Date acquired Full call number Accession Number Price effective from Koha item type
Not withdrawn Not Lost not damaged   SIF Central Library, IIT Bhubaneswar Central Library, IIT Bhubaneswar 26/06/2020 624.1762 MAU/E 9527 26/06/2020 Technical Reference Book

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