1.
On the approximate calculating method of the rollover instability of the rigid suspender's tied-arch bridge
刚性吊杆的系杆拱桥侧倾失稳近似计算方法
2.
A Finite Element Method for the Lateral Buckling Analysis of Arch-Trussed Beam Bridges
拱——桁梁组合体系侧倾稳定分析有限元法
3.
Factors of Body Roll Angles Correspond to Vehicle Steady Steering Characteristics
车辆稳态转向特性中车身侧倾角的影响因素
4.
Tripping Calculation and Analysis for Stiffeners under Axial Compression、Lateral Pressure;
纵向及横向载荷作用下的骨材侧倾稳定性研究
5.
Development of Bus Rollover Stability Testing Simulation Module Based on ADAMS
基于ADAMS的大客车侧倾稳定性试验仿真模块开发
6.
Discussion on the side-tipping stability factors of tube tied arch bridge with large span and below supports
大跨度下承式系杆拱桥侧倾稳定因素的探讨
7.
Analysis of Improvement on Vehicle Roll Stability Using Magneto-Rheological Semi-active Suspension System
磁流变半主动悬架对车辆侧倾稳定性改进分析
8.
The Effects of Front Wheel Caster Angle on Vehicle Steering Stability with Consideration of Body Roll
车身侧倾时前轮主销后倾角对转向稳定性的影响
9.
A tilt, as of a boat, to one side.
倾侧，倾侧度向一边的倾斜，如一条船
10.
-We've lost lateral controls.-Don't worry, she'll hold together.
-我们的侧面失去控制-不要担心！这船能够稳住
11.
STUDY ON LATERAL BUCKLING OF AN ARCHED LINK OF FOUR BAR LINKAGE
铰链四杆机构圆弧型连杆的侧向失稳分析
12.
Study on the side-instability problem of the thin-wall bar under spatial assembled loads
空间组合荷载下薄壁杆件侧向失稳问题的研究
13.
Applied Research on the Instability and Stabilization of Dip Bedded Rock Slopes;
顺倾层状岩石路堑边坡失稳与加固的应用研究
14.
Analyses on the Causation of Rock Side Slope Whole Instability of Flat-bed Planefault
试论缓倾顺层岩石边坡整体失稳之成因
15.
Interface with weak structure of the bedding slope instability boundary layer research
含软弱结构面的顺倾层边坡失稳边界的研究
16.
The test method of maximum stable side-inclination for motorcycle and moped with three wheels
GB/T16708-1996三轮摩托车和三轮轻便摩托车最大侧倾稳定角试验方法
17.
Nonlinear Stability-Analysis of Concrete Filled Steel-Tube Arch Bridge with Respect to Various Horizontal Load;
钢管混凝土拱桥考虑水平荷载作用的侧倾稳定非线性分析
18.
General Formula for Lateral Buckling Critical Force of Through Bowstring Tied Arch Bridge Without Transverse Beams
无横撑下承式系杆拱桥侧倾稳定临界荷载的一般公式