1) classical plasticity theory
传统塑性理论
1.
Assuming that the failure surface to be an inclined plane through the slope toe,and based on the classical plasticity theory and the generalized plasticity theory respectively,the computation formulas of the reinforced slope’s critical height are deduced.
假定破裂面为一过坡脚的斜平面,分别以传统塑性理论和广义塑性理论为基础,导出了加筋土坡临界高度的计算公式。
2) traditional plasticity
传统塑性
1.
A brief analysis on traditional plasticity position s theory and generalized plasticity position s theory;
浅析传统塑性位势理论与广义塑性位势理论
3) plastic theory
塑性理论
1.
Based on the theory of composite elastic beam and the simplified plastic theory, a theoretical formula is proposed f.
基于组合梁弹性理论和简化塑性理论,提出新型组合梁的正截面承载力的建议计算公式,计算值与试验结果吻合良好。
2.
In this paper,the recent development and its application of the weighted residual method in plastic theory was simply generalized.
对加权余量法在塑性理论中的近期发展及应用作以简单的综述,并指出了今后进一步的研究课题。
4) plasticity theory
塑性理论
1.
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.
文中以钢筋混凝土塑性理论为基础,建立钢筋混凝土深梁抗剪强度计算模型,用上限方法来确定钢筋混凝土深梁剪切破坏时的极限荷载。
2.
Starting from the interaction between the soil-nailing and the soil body, applied soil plasticity theory and slope limit equilibrium analysis method, a new method was put forward for stability analysis of the soil-nailing protection structure based on the soil-arch effect and compa.
本文从土钉与土体之间相互作用原理出发,运用土的塑性理论和土坡的极限平衡分析方法,提出了基于土拱效应原理基础上的土钉支护结构稳定性分析的新方法,并与现行《规程》方法进行比较。
3.
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.
本文以钢筋混凝土塑性理论为基础,用上限方法确定了钢筋混凝土深梁剪切破坏时的极限荷载的计算方法。
补充资料：传统贸易理论
v 传统贸易理论（Orthodox Trade Theory，包括比较优势理论和要素禀赋理论）的基本假定是：（1）完全竞争；
v （2）国际贸易商品是完全同质的，且在不同国家也是如此。
v 传统贸易理论所讨论的国际贸易只有产业之间的贸易（Inter-industry Trade），即传统贸易理论只考虑了不同产业间产品的交换。也就是说，根据传统贸易理论，一国不可能同时出口和进口相同的商品。因而，传统理论不能解释当今世界普通存在的产业内贸易（Intra-industry Trade）现象。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条