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Failure Dependence of High-Rise Frame Shear-Wall Structures under Frequently Occurred Earthquakes and Its Application

机译:高层框架剪力墙结构在地震作用下的破坏相关性及其应用

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In order to simplify calculation of structural system reliability, it is necessary to study failure dependence of structure. In this paper, failure dependence of high-rise frame shear-wall structure is studied based on interstory deformation under frequently occurred earthquakes. From the analytical results, some useful laws of failure dependence are obtained. The failure between the layers of high-rise frame shear-wall structure is neither fully independent, nor entirely relevant under frequently occurred earthquakes. The failure relevant number accounts for half the total number of high-rise frame shear-wall structure. The failure relevant layers concentrate on the upper part of high-rise frame shear-wall structure. Structural system reliability is calculated base on failure dependence. It is feasible to calculate structural system reliability considering the failure of interstory deformation as main failure modes, and the calculation of structural system reliability can be greatly simplified.
机译:为了简化结构系统可靠性的计算,有必要研究结构的失效相关性。本文基于频繁发生地震的层间变形,研究了高层框架剪力墙结构的破坏相关性。从分析结果中,得出了一些有用的失效依赖定律。在频繁发生的地震中,高层框架剪力墙结构各层之间的破坏既不是完全独立的,也不是完全相关的。失效相关数占高层框架剪力墙结构总数的一半。破坏相关层集中在高层框架剪力墙结构的上部。结构系统的可靠性是基于故障依赖性计算的。将层间变形破坏作为主要破坏模式来计算结构系统可靠度是可行的,可以大大简化结构系统可靠度的计算。

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