As to different link schemes, comparative analysis on changes of internal force and displacement after linking was carried out.
对于不同拼接方案，对比分析新旧桥拼接后结构内力及位移的变化情况。
A finite analysis calculation method of the internal force and displacement on the wire rope structure is presented.
阐述钢索结构的内力及位移计算的有限分析法。
Then completed a framework for the horizontal level wind loads of internal force and displacement calculation, the results calculated analysis, confirm the structure in the wind load security.
随后完成了对框架在横向水平风荷载作用下的内力和位移的计算，对计算结果进行分析，确认了结构在风荷载作用下的安全性。
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