Improving the earthquake resilience of buildings : the worst case approach
著者
書誌事項
Improving the earthquake resilience of buildings : the worst case approach
(Springer series in reliability engineering)
Springer, c2013
- : softcover
大学図書館所蔵 全4件
  青森
  岩手
  宮城
  秋田
  山形
  福島
  茨城
  栃木
  群馬
  埼玉
  千葉
  東京
  神奈川
  新潟
  富山
  石川
  福井
  山梨
  長野
  岐阜
  静岡
  愛知
  三重
  滋賀
  京都
  大阪
  兵庫
  奈良
  和歌山
  鳥取
  島根
  岡山
  広島
  山口
  徳島
  香川
  愛媛
  高知
  福岡
  佐賀
  長崎
  熊本
  大分
  宮崎
  鹿児島
  沖縄
  韓国
  中国
  タイ
  イギリス
  ドイツ
  スイス
  フランス
  ベルギー
  オランダ
  スウェーデン
  ノルウェー
  アメリカ
注記
Includes bibliographical references and index
内容説明・目次
内容説明
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.
目次
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.
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