在过去的一千年中,用于估计古希腊干石碑的更大地震作用的反向分析

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Konstantinos A. Papadopoulos
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引用次数: 0

摘要

本文介绍了对希腊伯罗奔尼撒半岛阿波罗-埃皮库里奥斯古典神庙外墙柱廊过去地震反应的调查。调查以实地研究和复杂的有限元模拟为基础,分三个阶段进行。首先,确定柱廊的主要损坏应完全归咎于地震作用。随后,通过对柱廊的地震实验进行数值重现,检验了所选数值工具(Abaqus)的效率,该柱廊由三根柱子和四块柱头(拱顶)组成。尽管数值预测似乎低估了柱廊动态行为的幅度,但结果还是相当令人满意的。在第三阶段,创建了一个详细的数值模型,再现了阿波罗神庙正面柱廊在公元 13-14 世纪期间(根据实地考察结果和合理假设)的保存状态,当时有几块柱廊拱顶坍塌(可能是同时坍塌)。该模型使用了六次具有不同特征的地震记录,并以逐渐增大的系数进行缩放。数值结果表明,大部分拱顶同时倒塌可能是一次 PGA 值约为 0.60 g、主要周期约为 0.6 s 的地震造成的,也可能是几次(3-4 次)频率相似、PGA 值约为 0.40-0.55 g 的地震造成的。因此,实地研究的相关结论得到了加强,对纪念碑所在区域至少在上个千年期间发生的最大震级进行了估算,并对所选的数值工具和所采用的建模参数进行了进一步验证。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Back analysis for estimating the larger seismic actions applied to an ancient Greek dry stone monument in the last millennium

This paper presents an investigation of the response to past earthquakes of the facade colonnade of the classical temple of Apollo Epikourios, Peloponnese, Greece, which is still standing, damaged but in full length and in most of its height. The investigation was based on field studies and sophisticated FE simulations and was carried out in three stages. Initially, it was determined which major damage of the colonnade must be attributed solely to earthquake actions. Afterwards, the efficiency of the selected for use numerical tool (Abaqus) was examined by numerically reproducing a seismic experiment on a colonnade consisted of three columns capped with four epistyle (architrave) blocks. The results were quite satisfactory, although it appeared that the numerical predictions underestimate the magnitude of the dynamic behaviour of the colonnade; this finding was taken into account during the evaluation of the results of the last part of the work. Within the third stage, a detailed numerical model was created, reproducing the façade colonnade of Apollo temple in the state which (according to field study results and reasonable assumptions) it was preserved in the period of the 13th–14th century AD when several blocks collapsed (possibly simultaneously) from its architrave. The model was excited with records of six earthquakes with different characteristics, scaled with gradually increasing factors. The numerical results showed that a simultaneous toppling of most of the architrave blocks in question could have happened as the result of an earthquake with a PGA around 0.60 g and predominate period around 0.6 s, or the result of few (3–4) earthquakes of similar frequency content and PGA around 0.40–0.55 g. Therefore, the relative conclusions of the field studies were strengthened, the maximum level of shaking occurred at the region of the monument at least during the last millennium was estimated, and the selected numerical tool and the adopted modelling parameters were further verified.

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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
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