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。
The paper introduces calculation for the vertical and horizontal load bearing capacities of poured piles with major diameter.
介绍了大直径灌注桩的竖向和水平承载力的计算。
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