前悬架：双联合支柱，线圈弹簧，充气减震器，防侧倾杆。
Front suspension: double-joint strut, coil springs, gas-filled dampers, anti-roll bar.
线圈弹簧，防侧倾杆和减震器弹簧的反弹，利用前部和后部。
Coil springs, anti-roll bars and shock-absorber rebound springs are utilized front and rear.
为了减小重型货车在转向操作时的侧倾角，从而避免货车转向时发生侧翻，可以通过在悬架中安装主动抗侧倾杆以补偿横向载荷转移的方法来实现。
For reducing roll Angle to avoid roll-over of heavy truck during steering, an active anti-roll bar is installed in suspension to compensate lateral load transfer.
加装横向稳定杆可以大大改善车厢侧倾，对稳态转向有一定改善。
Mounting lateral stabilizer bar can improve roll performance and steady-state steering performance.
通过对系杆拱桥作用在拱肋上的荷载性质进行了分析，采用能量法推导出无横撑下承式系杆拱桥侧倾稳定临界荷载的一般公式。
Using energy method, the general formula for calculation of lateral stability of through bowstring tied arch bridge without transverse beams given.
通过对系杆拱桥作用在拱肋上的荷载性质进行了分析，采用能量法推导出无横撑下承式系杆拱桥侧倾稳定临界荷载的一般公式。
With the background of lateral stability of non-range-spacer through bowstring arch, analytical approximations are derived in this paper using energy variational approach.
针对钢筋砼箱形截面桁梁桥的侧倾稳定性分析，提出一种基于薄壁杆件理论的新型超级单元。
In this paper, a new type of super_element based on the thin_walled bars theory is presented for the lateral stability analysis of the reinforced concrete truss_beam bridge with a box_section.
针对钢筋砼箱形截面桁梁桥的侧倾稳定性分析，提出一种基于薄壁杆件理论的新型超级单元。
In this paper, a new type of super_element based on the thin_walled bars theory is presented for the lateral stability analysis of the reinforced concrete truss_beam bridge with a box_section.
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