Improving the earthquake resilience of buildings: the worst case approach
<p>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 circu...
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Format: | Elektronisch E-Book |
Sprache: | English |
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London [u.a.]
Springer
2013
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Schriftenreihe: | Springer series in reliability engineering
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Online-Zugang: | BTU01 FHA01 FHI01 FHN01 FHR01 FKE01 FWS01 UBY01 Volltext Inhaltsverzeichnis Abstract |
Zusammenfassung: | <p>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.<i> Improving the Earthquake Resilience of Buildings: The worst case approach</i> discusses the importance of worst-scenario approach for improved earthquake resilience of buildings and nuclear reactor facilities.</p><p><br><i>Improving the Earthquake Resilience of Buildings: The worst case approach</i> 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:</p><p><br>•A consideration of damage of building structures in the critical excitation method for improved building-earthquake resilience, <br>•A consideration of uncertainties of structural parameters in structural control and base-isolation for improved building-earthquake resilience, and<br>•New insights in structural design of super high-rise buildings under long-period ground motions. </p><p><br><i>Improving the Earthquake Resilience of Buildings: The worst case approach</i> 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.<br></p> |
Beschreibung: | <p>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.</p><p> |
Beschreibung: | 1 Online-Ressource (XV, 324 p. 159 illus., 23 illus. in color) |
ISBN: | 9781447141440 |
DOI: | 10.1007/978-1-4471-4144-0 |
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500 | |a <p>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.</p><p> | ||
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adam_text | IMPROVING THE EARTHQUAKE RESILIENCE OF BUILDINGS
/ TAKEWAKI, IZURU
: 2013
TABLE OF CONTENTS / INHALTSVERZEICHNIS
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
DIESES SCHRIFTSTUECK WURDE MASCHINELL ERZEUGT.
IMPROVING THE EARTHQUAKE RESILIENCE OF BUILDINGS
/ TAKEWAKI, IZURU
: 2013
ABSTRACT / INHALTSTEXT
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
DIESES SCHRIFTSTUECK WURDE MASCHINELL ERZEUGT.
|
any_adam_object | 1 |
author | Takewaki, Izuru |
author_facet | Takewaki, Izuru |
author_role | aut |
author_sort | Takewaki, Izuru |
author_variant | i t it |
building | Verbundindex |
bvnumber | BV040666712 |
collection | ZDB-2-ENG |
ctrlnum | (OCoLC)812578380 (DE-599)BVBBV040666712 |
dewey-full | 690 |
dewey-hundreds | 600 - Technology (Applied sciences) |
dewey-ones | 690 - Construction of buildings |
dewey-raw | 690 |
dewey-search | 690 |
dewey-sort | 3690 |
dewey-tens | 690 - Construction of buildings |
discipline | Bauingenieurwesen |
doi_str_mv | 10.1007/978-1-4471-4144-0 |
format | Electronic eBook |
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id | DE-604.BV040666712 |
illustrated | Not Illustrated |
indexdate | 2024-08-01T16:14:46Z |
institution | BVB |
isbn | 9781447141440 |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-025493398 |
oclc_num | 812578380 |
open_access_boolean | |
owner | DE-898 DE-BY-UBR DE-634 DE-573 DE-92 DE-Aug4 DE-859 DE-706 DE-863 DE-BY-FWS |
owner_facet | DE-898 DE-BY-UBR DE-634 DE-573 DE-92 DE-Aug4 DE-859 DE-706 DE-863 DE-BY-FWS |
physical | 1 Online-Ressource (XV, 324 p. 159 illus., 23 illus. in color) |
psigel | ZDB-2-ENG |
publishDate | 2013 |
publishDateSearch | 2013 |
publishDateSort | 2013 |
publisher | Springer |
record_format | marc |
series2 | Springer series in reliability engineering |
spellingShingle | Takewaki, Izuru Improving the earthquake resilience of buildings the worst case approach Ingenieurwissenschaften Engineering Civil engineering Hydraulic engineering |
title | Improving the earthquake resilience of buildings the worst case approach |
title_auth | Improving the earthquake resilience of buildings the worst case approach |
title_exact_search | Improving the earthquake resilience of buildings the worst case approach |
title_full | Improving the earthquake resilience of buildings the worst case approach Izuru Takewaki ; Abbas Moustafa ; Kohei Fujita |
title_fullStr | Improving the earthquake resilience of buildings the worst case approach Izuru Takewaki ; Abbas Moustafa ; Kohei Fujita |
title_full_unstemmed | Improving the earthquake resilience of buildings the worst case approach Izuru Takewaki ; Abbas Moustafa ; Kohei Fujita |
title_short | Improving the earthquake resilience of buildings |
title_sort | improving the earthquake resilience of buildings the worst case approach |
title_sub | the worst case approach |
topic | Ingenieurwissenschaften Engineering Civil engineering Hydraulic engineering |
topic_facet | Ingenieurwissenschaften Engineering Civil engineering Hydraulic engineering |
url | https://doi.org/10.1007/978-1-4471-4144-0 http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025493398&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025493398&sequence=000003&line_number=0002&func_code=DB_RECORDS&service_type=MEDIA |
work_keys_str_mv | AT takewakiizuru improvingtheearthquakeresilienceofbuildingstheworstcaseapproach AT moustafaabbas improvingtheearthquakeresilienceofbuildingstheworstcaseapproach AT fujitakohei improvingtheearthquakeresilienceofbuildingstheworstcaseapproach |