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利用斯洛伐克小喀尔巴阡山脉普拉韦茨卡普列帕斯特洞穴(德特雷科伊-宗博利)中一个原位、完整且易损的石笋估算史前峰值地面加速度上限——初步结果。

Estimating the upper limit of prehistoric peak ground acceleration using an in situ, intact and vulnerable stalagmite from Plavecká priepast cave (Detrekői-zsomboly), Little Carpathians, Slovakia-first results.

作者信息

Gribovszki K, Kovács K, Mónus P, Bokelmann G, Konecny P, Lednická M, Moseley G, Spötl C, Edwards R L, Bednárik M, Brimich L, Tóth L

机构信息

Department of Meteorology and Geophysics, University of Vienna, 1090 Vienna, Austria.

Geodetic and Geophysical Institute, Research Centre for Astronomy and Earth Science, Hungarian Academy of Sciences, Sopron, Hungary.

出版信息

J Seismol. 2017;21(5):1111-1130. doi: 10.1007/s10950-017-9655-3. Epub 2017 Mar 25.

Abstract

Earthquakes hit urban centres in Europe infrequently, but occasionally with disastrous effects. Obtaining an unbiased view of seismic hazard (and risk) is therefore very important. In principle, the best way to test probabilistic seismic hazard assessments (PSHAs) is to compare them with observations that are entirely independent of the procedure used to produce PSHA models. Arguably, the most valuable information in this context should be information on long-term hazard, namely maximum intensities (or magnitudes) occurring over time intervals that are at least as long as a seismic cycle. The new observations can provide information of maximum intensity (or magnitude) for long timescale as an input data for PSHA studies as well. Long-term information can be gained from intact stalagmites in natural caves. These formations survived all earthquakes that have occurred over thousands of years, depending on the age of the stalagmite. Their 'survival' requires that the horizontal ground acceleration (HGA) has never exceeded a certain critical value within that time period. Here, we present such a stalagmite-based case study from the Little Carpathians of Slovakia. A specially shaped, intact and vulnerable stalagmite in the Plavecká priepast cave was examined in 2013. This stalagmite is suitable for estimating the upper limit of horizontal peak ground acceleration generated by prehistoric earthquakes. The critical HGA values as a function of time going back into the past determined from the stalagmite that we investigated are presented. For example, at the time of Jókő event (1906), the critical HGA value cannot have been higher than 1 and 1.3 m/s at the time of the assumed Carnuntum event (∼340 AD), and 3000 years ago, it must have been lower than 1.7 m/s. We claimed that the effect of Jókő earthquake (1906) on the location of the Plavecká priepast cave is consistent with the critical HGA value provided by the stalagmite we investigated. The approach used in this study yields significant new constraints on the seismic hazard, as tectonic structures close to Plavecká priepast cave did not generate strong earthquakes in the last few thousand years. The results of this study are highly relevant given that the two capitals, Vienna and Bratislava, are located within 40 and 70 km of the cave, respectively.

摘要

地震在欧洲城市中心发生的频率不高,但偶尔会造成灾难性后果。因此,获得对地震危险性(和风险)的客观认识非常重要。原则上,检验概率地震危险性评估(PSHA)的最佳方法是将其与完全独立于用于生成PSHA模型的程序的观测结果进行比较。可以说,在这种情况下最有价值的信息应该是关于长期危险性的信息,即发生在至少与地震周期一样长的时间间隔内的最大强度(或震级)。这些新的观测结果也可以提供长期尺度上最大强度(或震级)的信息,作为PSHA研究的输入数据。长期信息可以从天然洞穴中完整的石笋中获得。根据石笋的年龄,这些构造经历了数千年来发生的所有地震而幸存下来。它们的“幸存”要求在那段时间内水平地面加速度(HGA)从未超过某个临界值。在这里,我们展示了一个来自斯洛伐克小喀尔巴阡山脉的基于石笋的案例研究。2013年对普拉韦茨卡普里耶帕斯特洞穴中一个形状特殊、完整且易损的石笋进行了检查。这个石笋适合用来估计史前地震产生的水平峰值地面加速度的上限。给出了根据我们研究的石笋确定的过去不同时间的临界HGA值随时间变化的情况。例如,在约科事件(1906年)发生时,临界HGA值不可能高于1,在假定的卡尔农图姆事件(公元340年左右)发生时不可能高于1.3米/秒,而在3000年前,它一定低于1.7米/秒。我们声称,约科地震(1906年)对普拉韦茨卡普里耶帕斯特洞穴位置的影响与我们研究的石笋提供的临界HGA值一致。本研究中使用的方法对地震危险性产生了重要的新限制,因为靠近普拉韦茨卡普里耶帕斯特洞穴的构造在过去几千年里没有引发强烈地震。鉴于维也纳和布拉迪斯拉发这两个首都分别位于距该洞穴40公里和70公里范围内,本研究的结果具有高度相关性。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c583/5563345/ce0a68379967/10950_2017_9655_Fig1_HTML.jpg

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