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A method for determining the dynamic stress of the masonry a pagoda under industrial vibration effects

机译:一种确定工业振动作用下砌筑宝塔动应力的方法

摘要

The present invention provides a method for determining the dynamic stress of a masonry under industrial vibration effects a pagoda ready. The method comprises the steps of: (1) measuring at a location or calculating the vertical natural frequency fv of the masonry a pagoda and the speed response v0 on the uppermost point of the masonry in a pagoda ice mixer or industrial oscillation or vibration; (2) calculating the propagation speed vm of the equivalent elastic fluctuation, of the masonry a pagoda calculation method according to the invention, as well as laboratory - and in standard experiments; and (3) detecting the maximum dynamic stress εa maximum of the masonry a pagoda on the basis of the speed response v0 on the uppermost point of the masonry a pagoda and the propagation speed vm of the equivalent elastic fluctuation. The process according to the invention provides scientific documents for effective protecting the safety, integrity and stability of the masonry a pagoda.
机译:本发明提供了一种用于确定在工业震动作用下准备就绪的塔的情况下砌体的动态应力的方法。该方法包括以下步骤:(1)在塔的冰搅拌机或工业振动或振动的位置处测量或计算砖石的垂直固有频率fv和在砖石最高点的速度响应v0; (2)计算等效弹性波动的传播速度vm,根据本发明的砖石塔计算方法,以及实验室以及标准实验中的传播速度vm; (3)根据砌体塔最高点的速度响应v0和等效弹性体的传播速度vm,检测砌体塔的最大动应力ε amax 波动。根据本发明的方法提供了科学文献,以有效地保护砖石塔的安全性,完整性和稳定性。

著录项

  • 公开/公告号DE102015103920B4

    专利类型

  • 公开/公告日2016-06-02

    原文格式PDF

  • 申请/专利权人 FULAN PAN;

    申请/专利号DE201510103920

  • 发明设计人 GLEICH PATENTINHABER;

    申请日2015-03-17

  • 分类号G01M7/02;

  • 国家 DE

  • 入库时间 2022-08-21 14:09:29

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