1.
Influence analysis of stress stiffening effect of rotating wheel-disc on its modal characteristics
旋转轮盘应力刚化效应对模态特性影响分析
2.
Parameter Optimization of PC Continuous Rigid Frame Bridge;
预应力混凝土连续刚构桥的参数优化
3.
The Stress Loss and Optimal Design in Longitudinal Prestress for Long Spans PC Continuous Rigid-Framed Bridge;
大跨径PC刚构桥纵向预应力损失及优化设计
4.
Optimal Research of Prestressing Tendons in Long-Span PC Continuous Rigid Frame Bridge;
大跨PC连续刚构桥的预应力钢束优化研究
5.
Optimal Design of Prestressing Tendons in Long-span PC Continuous Rigid Frame Bridges;
大跨预应力混凝土连续刚构桥的预应力优化设计
6.
Analysis of dynamic characteristics of rotating wind turbine blade with centrifugal stiffening effect
考虑离心刚化效应的旋转风力机叶片动力特性分析
7.
Xiatangkou Wujiang River Bridge Prestressed Concrete Continuous Rigid Frame Construction Optimization;
下塘口乌江特大桥预应力砼连续刚构施工方案优化
8.
The Application of Numerical Solution to Stiff Ordinary Differential Equations in Chemical Dynamics;
刚性常微分方程的数值解法在化学动力学中的应用
9.
Prediction and Assessment of Behavior Degeneration of P.C. Continuous Rigid Frame Bridge
预应力混凝土连续刚构桥结构性能退化预测评估研究
10.
STRESS AND STIFFNESS ANALYSIS OF A SIMPLIFIED ADHESIVE BONDED FINITE ELEMENT MODEL CONSIDERING SPEW-FILLETS
一种考虑胶瘤的胶接简化有限元模型:应力与刚度分析
11.
The Mechanism of Diamond Growth and the Doping of N-type Diamond;
金刚石薄膜合成反应动力学及金刚石n型掺杂
12.
Application Research of T-rigid-frame Bridge Reinforced by External Prestressd Tendon;
体外预应力加固T型刚构桥应用研究
13.
The Creep Effects Analysis of Prestressed Concrete Rigid-Framed Arch Bridge;
预应力混凝土刚架拱桥徐变效应分析
14.
The Application of the Externally Prestressed Technique in Continuous Rigid Frame Bridge
体外预应力加固在连续刚构中的应用
15.
APPLICATION OF PRESTRESS TECHNOLOGY ON LIGHT-GAUGE PORTAL RIGID FRAME
预应力技术在轻型门式刚架中的应用
16.
Analysed and Calculation of Rigidity for Short Stress and Prestressed Bar Mill
短应力线—预应力型棒材轧机刚度分析与计算
17.
Analysis on Localstress of Anchorages of T-Shaped Rigid-Framed Bridge Reinforced by External Prestressing Concrete;
体外预应力加固T型刚构桥锚下局部应力分析
18.
The Analysis of the Shear Lag Effect of the Prestressed Concrete Continuous Rigid Frame Bridge;
预应力混凝土连续刚构桥的“剪力滞”效应分析