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Building structure safety performance evaluation method and building structure safety performance evaluation system

机译:建筑结构安全性能评价方法与建筑结构安全性能评价体系

摘要

To provide a building aseismatic performance evaluation method and a building aseismatic performance evaluation system for easily evaluating remaining aseismatic performance that is aseismatic performance remaining in a building when an earthquake occurs.SOLUTION: In place of a conventional method for evaluating building aseismatic performance, a method for evaluating structure safety performance of a building is provided comprising the steps of: preparing a horizontal displacement measuring instrument 100 that is capable of measuring a relative horizontal displacement between specific layers of a building in time series; conducting structure analysis in beforehand on the basis of design information of the building, and obtaining an omnidirectional limit horizontal displacement value which is a limit horizontal displacement value between the specific layers of the building in surrounding 360° directions when viewed from above; sequentially registering the horizontal displacement values obtained by measuring the relative horizontal displacement in time series between the specific layers by using the horizontal displacement measuring instrument during a period from occurrence of vibration caused by an earthquake until the earthquake has converged; and comparing the plurality of horizontal displacement values arranged in time series with the omnidirectional limit horizontal displacement values when the earthquake has converged.SELECTED DRAWING: Figure 1
机译:以提供建筑物抗震性能评价方法和用于容易地评估,其抗震性能在建筑物其余其余抗震性能一建筑抗震性能评价系统,当地震occurs.SOLUTION:作为替代的常规方法的,用于评估建筑物抗震性能,一种方法用于评估建筑物的结构的安全性能,提供了包括如下步骤:制备一个水平位移测量仪100能够测量在时间序列的建筑物的特定层之间的相对水平位移;在预先的建筑物的设计信息的基础上进行结构分析,并获得全向极限水平位移值,其是在建筑物的特定层之间的从上方观察时的360°方向周围的限制的水平位移值;依次登记通过使用水平位移期间从地震引起直到地震已经收敛振动的发生的周期测量仪测量在特定层之间的时间序列的相对水平位移获得的水平位移值;和地震时具有比较所述多个与所述全向极限水平位移值以时间序列排列的水平位移值的converged.SELECTED附图中:图1

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