基于加筋土結(jié)構(gòu)的內(nèi)部穩(wěn)定性的抗震設計可靠性英文文獻翻譯-資料下載頁
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【導讀】應用有限平衡方程，假設是失效面是對數(shù)螺旋曲線，對確保抵抗張拉、拔出破壞。內(nèi)部穩(wěn)定性進行分析?；靥钔恋男再|(zhì)和土工合成材料的加強強度被視為隨機變量。拔出破壞有關的所有土工材料層的可靠度減少。抵抗張拉、拉拔破壞模式所需目標可靠性指標的每個級別的加強總長度。重要考慮的是最大張力。最大的加固張力取決于加。地震加速度作用。面向擋土墻開放一面的。水平地震加速度很大程度的破壞系統(tǒng)。在這種情況下，最優(yōu)化過程對擋土。這一理論是現(xiàn)在應。的影響和應用在在圓形、非圓形破壞面上。在所有工程師及領域這種優(yōu)化方。法導致巨大的改善性能。的波動導致預期結(jié)構(gòu)性能與預期的不同。分析的安全因素。問題是否充分的說明結(jié)構(gòu)的安全。的，這包括外部施加的載荷，筋強度的不確定性。的最小安全系數(shù)為。了達到最佳的設計，設計者必須考慮荷載，與基本的確定性最優(yōu)化問題相。Sayed等人應用擬靜力分析提出。此外，Basha和Babu發(fā)表第一篇關。一個可靠的加筋土設計或者，相反地，
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