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Oasys alp 19.2.0.3

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  • تصفية
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  • عرض
مسح الكل
مشاركات جديدة
  • المسؤول الفني
    • Sep 2018
    • 19784




    تم كسر البرنامج بواسطة أخونا العزيز المخفي 2000

    وله جزيل الشكر والعرفان


    برنامج
    Oasys alp 19.2.0.3







    Alp Benefits

    Accurate simulation of problems with wide range of capabilities for piles
    Quick method of analysis
    Extensive output capabilities

    About This Software
    The easy way to analyse soil structure interaction of a laterally-loaded pile

    When it comes to laterally-loaded pile design software, Alp makes things simple. This laterally loaded pile analysis software models soil shear failure and non-linear soil behaviour, calculating deflection down the pile together with moments and shear forces within the pile.
    Choose options to suit any piling project

    Pile movements and displacements

    Alp is a flexible piece of software designed for demanding projects. Users can tailor the options to suit, and see and share results in a clear graphical output.

    The software is simple to set up. Alp represents the pile as a series of elastic beam elements and the soil as a series of independent springs. Alp handles soil properties varying with depth, and users can specify water pressures as hydrostatic or piezometric. They can also Apply lateral loads or bending moments at any location down the pile. The same goes for full, lateral or bending moment restraint. Displacements can be imposed in the body of soil surrounding the pile, the top of which can be above ground level.

    Designed with busy engineers in mind, Alp is already used to analyse the soil structure interaction of laterally-loaded piles on projects around the world.
    Features

    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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