1.
Key Technique and Application of Flexivity Controlled Rolls for High-speed and Wide Paper Machine
高速宽幅造纸机可控挠度辊关键技术与应用
2.
Study on Deflection Control of Large-span Prestressed Concrete Girder Bridges;
大跨度预应力混凝土梁桥挠度控制研究
3.
Study on Long-term Deflection Control of Large Span Prestressed Concrete Girder Bridges;
大跨径预应力混凝土梁桥长期挠度控制研究
4.
The Influence s Research for Deflection Control of Bridge Construction Considering Concrete Creep;
混凝土徐变对桥梁施工中挠度控制的影响研究
5.
Deformation Control of Dongjiang Bridge in Huihe Highway;
惠河高速公路东江大桥的施工挠度控制
6.
Influencing factors and control about sustained deflection of prestressed concrete beam bridges
预应力混凝土梁桥长期挠度影响因素及控制
7.
DEFLECTION CONTROL OF LARGE SPAN CAST-IN SITU HOLLOW CONCRETE FLOOR
混凝土大跨现浇空心楼盖挠度控制探讨
8.
Attitude Stabilization of a Flexible Spacecraft under Disturbance without Angular Velocity Measurements
无角速度测量的受扰挠性航天器姿态稳定控制
9.
A Velocity-Free Attitude Controller of Flexible Spacecraft
一种无角速度信息的挠性航天器姿态控制方法
10.
The Research on Deflection Control of Concrete Beam Reinforced with New-type BFRP Bars
新型BFRP筋增强混凝土受弯构件挠度控制
11.
Attitude Control of Spacecraft with Deployable and Retractable Flexible Appendage
带有可伸缩挠性附件航天器的姿态控制
12.
After the first casting, the deflection can be checked and modified using shim plates.
第一次浇注混凝土后，挠度可用垫片调整。
13.
Excessive deflection in a structure may cause considerable damage to cladding.
结构的过大挠度可以引起覆盖面的巨大破坏。
14.
Leaf spring Natural blow( front/rear)
静挠度前/后(mm)
15.
Deflection Calculation and Construction Control of Long-Span Prestressed Concrete Continuous Rigid Frame Bridges;
大跨度预应力混凝土连续刚构桥挠度计算和施工控制
16.
Measurement and Control of Deflection in Contilever Cast of Specially Big Bridge at Caohekou on Dan-Ben Freeway
丹本高速公路草河口特大桥悬臂浇筑施工中挠度的测量与控制
17.
From the elasticity variational principle, the governing dynamic differential equations of the geometric non-linear beam with large deflection is deduced.
通过弹性力学变分原理建立了大挠度非线性梁的控制微分方程组。
18.
Research on Long-term Deflection Control of the Long-span PC Continuous Rigid Frame Based on Load-balancing Method
基于荷载平衡法的大跨径PC连续刚构桥长期挠度控制方法研究