Oasys Suite Alp专业的侧向荷载桩土相互作用分析软件
| 软件版本 | 最新版本 | 适合平台 | Win2000/XP | 申请Alp演示资料 |
Oasys Suite Alp 用于分析受侧向荷载的桩—土相互作用，可以计算同时承受弯矩和剪力作用下桩的挠度。
Alp analyses the soil structure interaction of a laterally loaded pile. The program represents the pile as a series of elastic beam elements and the soil as a series of independent springs. Maximum earth pressure coefficients may be specified to model soil shear failure. Alternatively non-linear soil behaviour can be modelled as p-y curves which are generated or specified. The program calculates deflection down the pile together with bending moments and shear forces within the pile.
Alp analyses the soil structure interaction of a laterally loaded pile. The program represents the pile as a series of elastic beam elements and the soil as a series of independent springs. Maximum earth pressure coefficients may be specified to model soil shear failure. Alternatively non-linear soil behaviour can be modelled as p-y curves which are generated or specified. The program calculates deflection down the pile together with bending moments and shear forces within the pile.
Program features include:
- soil properties can vary with depth
- water pressures may be either hydrostatic or piezometric
- lateral loads or bending moments can be applied at any location down the pile
- partial or full, lateral or bending moment restraint can be placed at any depth down the pile
- the top of the pile can be above ground level
- uniformly distributed surcharges can be placed at any depth
- displacements can be imposed in the body of soil surrounding the pile.
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