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Improving the Earthquake Resilience of Buildings (Record no. 10455)

000 -LEADER
fixed length control field 04488nam a22004695i 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20140310143334.0
007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION
fixed length control field cr nn 008mamaa
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 120725s2013 xxk| s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9781447141440
978-1-4471-4144-0
082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 690
Edition number 23
264 #1 -
-- London :
-- Springer London :
-- Imprint: Springer,
-- 2013.
912 ## -
-- ZDB-2-ENG
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Takewaki, Izuru.
Relator term author.
245 10 - IMMEDIATE SOURCE OF ACQUISITION NOTE
Title Improving the Earthquake Resilience of Buildings
Medium [electronic resource] :
Remainder of title The worst case approach /
Statement of responsibility, etc by Izuru Takewaki, Abbas Moustafa, Kohei Fujita.
300 ## - PHYSICAL DESCRIPTION
Extent XV, 324 p. 159 illus., 23 illus. in color.
Other physical details online resource.
440 1# - SERIES STATEMENT/ADDED ENTRY--TITLE
Title Springer Series in Reliability Engineering,
International Standard Serial Number 1614-7839
505 0# - FORMATTED CONTENTS NOTE
Formatted contents note 1 Introduction -- 2. Earthquake resilience of high-rise buildings: Case study of the 2011 Tohoku (Japan) earthquake -- 3. Simulation of near-field pulse-like ground motion -- 4. Critical characterization and modeling of pulse-like near-field strong ground motion -- 5. Characteristics of earthquake ground motion of repeated sequences -- 6. Modeling critical ground-motion sequences for inelastic structures -- 7. Response of Nonlinear SDOF Structures to Random Acceleration Sequences -- 8. Use of deterministic and probabilistic measures to identify unfavorable earthquake records -- 9. Damage Assessment to Inelastic Structure Under Worst Earthquake Loads -- 10 Critical earthquake loads for SDOF inelastic structures considering evolution of seismic waves -- 11. Critical Correlation of Bi-Directional Horizontal Ground Motions -- 12. Optimal placement of viscoelastic dampers and supporting members under variable critical excitations -- 13 Earthquake response bound analysis of uncertain passively controlled buildings for robustness evaluation -- 14 Earthquake response bound analysis of uncertain base-isolated buildings for robustness evaluation -- 15. Future Directions.
520 ## - SUMMARY, ETC.
Summary, etc Engineers are always interested in the worst-case scenario. One of the most important and challenging missions of structural engineers may be to narrow the range of unexpected incidents in building structural design. Redundancy, robustness and resilience play an important role in such circumstances. Improving the Earthquake Resilience of Buildings: The worst case approach discusses the importance of worst-scenario approach for improved earthquake resilience of buildings and nuclear reactor facilities. Improving the Earthquake Resilience of Buildings: The worst case approach consists of two parts. The first part deals with the characterization and modeling of worst or critical ground motions on inelastic structures and the related worst-case scenario in the structural design of ordinary simple building structures. The second part of the book focuses on investigating the worst-case scenario for passively controlled and base-isolated buildings. This allows for detailed consideration of a range of topics including: •A consideration of damage of building structures in the critical excitation method for improved building-earthquake resilience, •A consideration of uncertainties of structural parameters in structural control and base-isolation for improved building-earthquake resilience, and •New insights in structural design of super high-rise buildings under long-period ground motions. Improving the Earthquake Resilience of Buildings: The worst case approach is a valuable resource for researchers and engineers interested in learning and applying the worst-case scenario approach in the seismic-resistant design for more resilient structures.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element Engineering.
Topical term or geographic name as entry element Civil engineering.
Topical term or geographic name as entry element Hydraulic engineering.
Topical term or geographic name as entry element Engineering.
Topical term or geographic name as entry element Building Construction.
Topical term or geographic name as entry element Geotechnical Engineering & Applied Earth Sciences.
Topical term or geographic name as entry element Geoengineering, Foundations, Hydraulics.
Topical term or geographic name as entry element Civil Engineering.
Topical term or geographic name as entry element Building Physics, HVAC.
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Moustafa, Abbas.
Relator term author.
Personal name Fujita, Kohei.
Relator term author.
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element SpringerLink (Online service)
773 0# - HOST ITEM ENTRY
Title Springer eBooks
776 08 - ADDITIONAL PHYSICAL FORM ENTRY
Display text Printed edition:
International Standard Book Number 9781447141433
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier http://dx.doi.org/10.1007/978-1-4471-4144-0
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Item type E-Book
Copies
Price effective from Permanent location Date last seen Not for loan Date acquired Source of classification or shelving scheme Koha item type Damaged status Lost status Withdrawn status Current location Full call number
2014-03-29AUM Main Library2014-03-29 2014-03-29 E-Book   AUM Main Library690

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