reinforced concrete deep beam

基本解釋

Based on softened strut-and-tie model, shear mechanical model and calculating method of steel truss reinforced concrete(STRC) deep beam are developed.
基於軟化拉-壓桿模型建立了內(nèi)置鋼搆架型鋼混凝土深梁的剪切力學(xué)模型和計(jì)算方法。
Based on reinforced concrete plasticity theory, a model is made to use upper limit method to calculate limiting load of reinforced concrete deep beam shear resistance.
文中以鋼筋混凝土塑性理論爲(wèi)基礎(chǔ)，建立鋼筋混凝土深梁抗剪強(qiáng)度計(jì)算模型，用上限方法來確定鋼筋混凝土深梁剪切破壞時(shí)的極限荷載。
A new method to determine the limit load of reinforced concrete deep beam when sheared was presented by upper-bound method based on reinforced concrete plasticity theory.
本文以鋼筋混凝土塑性理論爲(wèi)基礎(chǔ)，用上限方法確定了鋼筋混凝土深梁剪切破壞時(shí)的極限荷載的計(jì)算方法。