基于加筋土結(jié)構(gòu)的內(nèi)部穩(wěn)定性的抗震設(shè)計(jì)可靠性(英文文獻(xiàn)翻譯)-資料下載頁
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【導(dǎo)讀】應(yīng)用有限平衡方程，假設(shè)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(jìn)行分析。回填土的性質(zhì)和土工合成材料的加強(qiáng)強(qiáng)度被視為隨機(jī)變量。拔出破壞有關(guān)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(biāo)可靠性指標(biāo)的每個(gè)級別的加強(qiáng)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(yīng)。的影響和應(yīng)用在在圓形、非圓形破壞面上。在所有工程師及領(lǐng)域這種優(yōu)化方。法導(dǎo)致巨大的改善性能。的波動導(dǎo)致預(yù)期結(jié)構(gòu)性能與預(yù)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(qiáng)度的不確定性。的最小安全系數(shù)為。了達(dá)到最佳的設(shè)計(jì)，設(shè)計(jì)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(yīng)用擬靜力分析提出。此外，Basha和Babu發(fā)表第一篇關(guān)。一個(gè)可靠的加筋土設(shè)計(jì)或者，相反地，
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