Tunnel Vaults under Seismic Excitation

R. Guidotti, A. Castellani
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引用次数: 0

Abstract

This chapter discusses factors that affect the seismic response of tunnels vaults, as the seismic ground motions, the geological condition and rock mechanics properties, and the relevance of numerical analysis, fundamental in the modeling of complex structures and processes, and in regional-scale analysis. As an example, this chapter focuses on the Laboratories of National Institute of Nuclear Physics (INFN) located in a Tunnel within the Gran Sasso mountain (Abruzzo, Italy). In addition to the L ’ Aquila (2009) earthquake, the chapter refers to observations reported in the literature related to the İ zmit earthquake, Turkey (1999); the Chi-Chi earthquake, Taiwan (1999); and the Kobe earthquake (2004); and, as historical event, the Kern County earthquake (1952).
地震作用下的隧道拱顶
本章讨论了影响隧道拱顶地震反应的因素,如地震地面运动、地质条件和岩石力学性质,以及数值分析的相关性,这是复杂结构和过程建模以及区域尺度分析的基础。作为一个例子,本章重点介绍了位于Gran Sasso山(Abruzzo,意大利)隧道内的国家核物理研究所(INFN)的实验室。除了拉奎拉(2009)地震外,本章还引用了与土耳其İ zmit地震(1999)相关的文献报道的观测结果;台湾集集地震(1999);2004年的神户大地震;以及作为历史事件的克恩县地震(1952年)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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