1.
The Theory of Stickness:Review of New Keynesian Economics;
粘性理论:来自新凯恩斯主义的一个述评
2.
Knowledge Economy and the Development of the Sticky Wage Theory of Neo Keynesianism;
知识经济与新凯恩斯主义工资粘性理论的发展
3.
Theory of One Dimension Non-linear Consolidation of Cohesive Soil Based on Non-linear Seepage;
粘性土一维非线性渗流固结理论研究
4.
Thereafter, I adhered to the coherence inherent to the theory.
此后，我粘对理论固有的连贯性。
5.
The vertical eddy viscosity is derived based on the mixing-length theory.
垂直涡动粘性系数采用混合长度理论。
6.
Elastic-Viscoplastic Consolidation Theory of Non-linear Rheologic Structured Soft Clay and Settlement Calculation of Vertical Drains Ground
非线性流变结构性软粘土弹粘塑性固结理论及砂井地基沉降计算
7.
Primary Consolidation Theory of Saturated Soft Clay (Continuation):The Relationship between Clay's Water Content and Time during Primary Consolidation
饱水粘性土主固结理论(续):主固结过程粘性土含水量与时间的关系
8.
Study for the Viscoelastic Properties of Solids with Transient Wave Propagation Methods;
基于应力波传播理论的粘弹性材料特性研究
9.
Research on the Theory and the Solution Approach of Nonlinear Viscoelastic Problems;
非线性粘弹性本构理论及其求解方法的研究
10.
Studies on the Constitutive Theory for Nonlinear Viscoelastic Materials with Damage;
含损伤非线性粘弹性材料本构理论研究
11.
Research on Experimentation Characteristic of Asphalt Mortar with Viseo-elasticity Theory;
基于粘弹性理论的沥青胶浆试验特性研究
12.
Viscoplastic Unified Constitutive Theory and Its Application to Concrete;
粘塑性统一本构理论及其在混凝土中的应用
13.
Research on Soft Clays' Constitutive Relations Based on Hyper-plasticity;
基于超塑性力学的软粘土本构理论研究
14.
On the Theory of Large-Strain and Non-Linear Rheological Consolidation of Soft Clayey Soils;
软粘土地基大应变非线性流变固结理论研究
15.
The Application of Visco-elastic-plastic Unified Constitutive Theory for Concrete Material;
粘弹塑性统一本构理论在混凝土中的应用
16.
Analytical Calculations of Sluice-pumping Station Structure on Soft Clay Ground Based on Viscoelasticity;
基于粘弹性理论软土地基闸站结构的计算分析
17.
Analysis of Flow Resistance of Micro-fluids Based on the Theory of Amendment of Viscosity;
基于粘度修正理论的微流体阻尼特性分析
18.
Nonlinear Theory for One-dimensional Consolidation of Soft Clay under Cyclic Loading;
循环荷载下软粘土一维非线性固结理论研究