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Engineering Seismological Parameters of Two M L 4.3 Intraplate Earthquakes in the Northern Rhine Area, Germany
Reassessing the Mycenaean Earthquake Hypothesis: Results of the HERACLES Project from Tiryns and Midea, Greece
A Bottle That Survived Two Earthquakes?
Site Effects in Archaeoseismic Studies at Mycenaean Tiryns and Midea
Quantifying Earthquake Effects on Ancient Arches, Example: The Kalat Nimrod Fortress, Dead Sea Fault Zone
Analysis of a Burglargram
A Monument for an Earthquake‐Rotated Monument
Seismic Analysis of the Accidental WWII Bomb Explosion in Euskirchen, Germany, on 3 January 2014
Subway‐Induced Vibrations in Cologne Cathedral
Support of Macroseismic Documentation by Data from Google Street View
Rotation of Objects during the 2009 L’Aquila Earthquake Analyzed with 3D Laser Scans and Discrete‐Element Models
Quantitative Archaeoseismological Study of a Roman Mausoleum in Pınara (Turkey)—Testing Seismogenic and Rockfall Damage Scenarios
Slow Fourier Transform
Seismological Analysis of a Lightning Strike
Long Term Behavior of an Accelerometer Station
Seismic Surveillance of Cologne Cathedral
The Lycian Sarcophagus of Arttumpara, Pınara, Turkey: Testing Seismogenic and Anthropogenic Damage Scenarios
Hiller's Seismoscope
Simulation of Toppling Columns in Archaeoseismology
Testing a seismic scenario for the damage of the Neolithic wooden well of Erkelenz-Kückhoven, Germany
Abstract A Neolithic wooden well was discovered and excavated between 1989 and 1992 near Erkelenz in the Lower Rhine Embayment. The construction, 3×3 m in size and 13 m deep, was exceptionally large for its time. The larger outer box-frame contained two smaller frames whose construction could be interpreted as an attempt to repair the damaged original well. The outer box was made from 160 oak elements of about 3 m length built in the blockhouse method. The large box is dated to 5090 bc and the two smaller ones to 5057±5 bc by dendrochronological analysis. At c . 8 m depth several elements of the large box are vertically sheared off and the broken parts moved inward and downward. The cause of this damage has not yet been determined. As the well is located only 3 km from one of the active tectonic faults in the Lower Rhine Embayment, a seismogenic origin of the damage is considered and tested in this paper. This question has relevance for determination of seismic hazard in an area with present-day moderate seismicity but documented occurrence of strong surface-rupturing earthquakes from the palaeoseismic record. First, a geotechnical model for the construction pit with a total volume of c . 540–550 m 3 is used to prove the stability of the open pit during well construction and to help explain how the well was built. The seismogenic hypothesis is tested in a deterministic approach using theoretically derived ground motion at the site of the well for two simulated earthquakes with magnitudes 6.2 and 6.8. Ground deformation and relative displacement calculated with a finite element model of the casing are found to be too small to account for the documented damage. Among other potential sources of damage, swelling, shrinking or rotting of the wood elements are possible explanations; however, a conclusive answer to this question remains to be found.