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- W2329447023 abstract "設計規準類の国際化の中で, 構造物の信頼性に関する一般原則 (ISO2394) に準拠した限界状態設計法の整備に関して議論が進められている. 本研究では, 生起する可能性のある全ての限界状態から計算される構造系の信頼性を要求信頼性レベルに漸近させることが可能な安全係数の算定手法を体系化した. 次いで, レベル2地震動を受けるRC橋脚の耐震設計に適用し, せん断破壊, 変形性能, および残留変位に対する安全性照査に用いるべき一組の安全係数を試算した. これにより, 従来の耐震設計で用いられてきた耐力 (変形性能) や地震時応答変位などの算定法と試算した安全係数を用いることのみで, 構造系の信頼性を考慮した信頼性解析を行うことなく要求安全性レベルを確保したRC橋脚が耐震設計されることを示した." @default.
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- W2329447023 date "2002-11-20" @default.
- W2329447023 modified "2023-09-25" @default.
- W2329447023 title "SAFETY FACTORS FOR SEISMIC DESIGN OF RC BRIDGE PIERS IN CONSIDERATION OF SYSTEM RELIABILITY" @default.
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