1.
Analysis of Crack's Nonlinearity Finite Element Simulation of Gravity U-Type Abutment
重力式U型桥台开裂的非线性有限元模拟分析
2.
Study of Improvement and Reinforcement of Gravity U-Type Abutment Structure
针对重力式U型桥台开裂的结构改进及加固研究
3.
Study on Consolidation Method of Gravity Oblique High U-shaped Abutment;
重力式斜交U型高桥台加固方法研究
4.
The Finite Element Nonlinear Analysis of Cracking and Reinforcement for Gravity U-Shaped Skew Abutments;
重力式U型斜交桥台开裂与加固的非线性有限元模拟分析
5.
Research on U-tube Anti-rolling Tank and Test Rolling Table Experimentation;
U型减摇水舱及试验摇摆台实验研究
6.
Global strength analysis for U-style semi-submersible hoisting and pipe-laying vessel
U型半潜式起重铺管平台的总强度分析
7.
Research on Simplified Calculating Model of Integral Abutment Bridges
整体式桥台桥梁的简化计算模型研究
8.
U-shaped and Inverted U-shaped Prototype Narrative Structure in Meiyu Night
《梅雨之夕》的U型和倒置U型的原型叙事结构
9.
Clevis Bracket To Steering Knuckle
U型环支架至转向关节
10.
inherent to the U-design
这是U型设计所特有的
11.
The newly designed multifunctional walnut wood steering wheel features intuitively displayed buttons that fit stylishly with the U-shaped central control.
全新造型多功能核桃木方向盘，控键布局合理且实用，与中控台的“U”形设计融为一体
12.
Research on Symplified Calculating Model and Loaded Behavior of Integral Abutment Bridges;
整体式桥台桥梁的简化计算模型与受力性能研究
13.
Experimental Study on Local Scour Protection of Large-scale Pile Platform Pier Foundation of Su-Tong Bridge
苏通大桥大型桩承台桥墩基础的局部冲刷防护试验研究
14.
Construction of Lightweight Steel Case for High Capped Piles in Deep Water for Super Large Bridge over Liaohe River
辽河特大桥深水高桩承台轻型吊箱施工方法
15.
Design and Construction of Lightweight Steel Case for High Capped Piles in Deep Water for Sheshui Creek Bridge
滠水大桥深水高桩承台轻型吊箱的设计与施工
16.
The Research and Development of Measurement and Control System for CH2H-Ⅱ Type Vehicle Rectifier Function Tester;
CH2H-Ⅱ型车用整流桥功能测试台测控系统的研发
17.
Study on Rigid-flexibility Transition Structures and Deformation Control to Embankment of Behind Bridge Culvert
桥涵台背刚柔过渡型处理措施及变形控制研究
18.
Shaking Table Model Test of Long-span Continuous Girder Bridge with Longitudinal Seismic Energy Dissipating
大跨连续梁桥纵向消能减震振动台模型试验