索梁锚固结构承载能力满足要求。
The carrying capacity of the anchorage zone meets requirements.
采用非线性有限元方法计算了索梁锚固区的极限承载力。
Ultimate bearing capacity of cable-girder anchorage zone was calculated by nonlinear FE analysis.
因此，索梁锚固区是矮塔斜拉桥设计和施工的难点和关键。
So, cable-girder anchorage is the difficult and important part in designing and constructing of Extradosed cable-stayed bridge.
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