Ground-motion prediction equations (GMPEs) for inelastic response and structural behaviour factors
Ground-motion prediction equations (GMPEs) for inelastic response and structural behaviour factors
复制标题
非弹性响应和结构行为因素的地面运动预测方程 (GMPE)
DOI：
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发表时间：
2009
期刊：
影响因子：
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通讯作者：
R. Sigbjörnsson
中科院分区：
文献类型：
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作者：
R. Rupakhety;R. Sigbjörnsson
本文的目的是提出地面运动预测方程描述恒定延性非弹性谱坐标和结构的行为因素。这些方程是为了在欧洲规范8的框架内应用。本文所用的强震数据大多来自欧洲强震数据库。目前的分析包括来自冰岛重大地震的地面运动记录，这些记录由来自欧洲大陆和中东的记录增强。在所有情况下，所选的地面运动记录都是在距离记录站100公里以内的浅层地震期间产生的。本工作中场地条件的分类基于欧洲规范8的定义。
The objective of this paper is to present ground-motion prediction equations describing constant-ductility inelastic spectral ordinates and structural behaviour factors. These equations are intended for application within the framework of Eurocode 8. Most of the strong-motion data used in the present work is obtained from the ISESD (Internet Site for European Strong-motion Data) databank. Present analysis includes ground motion records from significant Icelandic earthquakes, which are augmented by records obtained from continental Europe and the Middle East. In all cases the selected ground motion records are generated during shallow earthquakes within a distance of 100 km from the recording station. The classification of site conditions in the present work is based on the Eurocode 8 definition.