In this paper, in the light of the structural features of the Bridge, a3D finite element model in regard of the lateral bracing system of the Bridge are established.
根据南京长江大桥的结构特点,建立了考虑横向联结系的三维有限元模型;
The Lateral Stability of Tied Arch Bridge Without Bracing Beams
无横撑肋拱桥横向稳定性的研究
The knee bracing steel frame ( KBF) is a new kind of energy dissipating frame, which combines excellent ductility and lateral stiffness.
斜隅支撑框架体系(KBF)是一种新型耗能支撑框架钢结构体系,它具有延性好、抗侧移刚度大、震后容易修复的特点。
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