高層ビルやベースで隔離された建物の反応は,仮説的な7.0mWの盲目推力地震に対するものです
まとめ
高層のフレームビルは大きな地震で崩壊する可能性がありますが,ベースで隔離された建物は機能を維持するために例外的な設計を必要とします. 両方とも,発生源近くの地震による重大な課題に直面しています.
科学分野:
- 土木工学 土木工学とは
- 地震工学は,地震工学である.
- 構造工学 構造工学とは
背景:
- 高層の柔軟なフレームの建物は,しばしば耐震性であると想定されます.
- 基地隔離は,地震後の機能を必要とする重要な構造物のためにますます使用されています.
研究 の 目的:
- 地震源近くでの地震条件下における,柔軟なフレームとベースで隔離された建物の地震性能を評価する.
- 異なる建築設計における大きな移動パルスと速度の影響を理解する.
主な方法:
- 地震の発生源付近の地上運動をシミュレートし,7.0の震度で発生した.
- 数学的に20階建ての鋼製フレームビルの反応をモデル化した.
- 数学的にモデル化された3階建ての基礎隔離ビルの反応.
主要な成果:
- 合成された地面運動は,大きな位移パルス (最大2メートル) と高い速度を特徴づけた.
- フレームビルは大きな変形を経験し,崩壊の可能性を示しました.
- ベースで隔離された建物は,機能性を確保するために例外的な設計措置を必要とした.
結論:
- 源泉に近い地表の動きは,従来の高層のフレームビルに重大なリスクをもたらします.
- ベース・アイソレーションは,機能性の可能性を秘めているが,極端な地震への対応には高度な設計上の考慮が必要である.
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