Groningen gas field is the largest on-land gas resource in the world and is being exploited since 1963. There are damaging earthquakes, the largest of which was 3.6 magnitude. The recursive induced earthquakes are often blamed for triggering the structural damages in thousands of houses in the area. …

The majority of houses in the Groningen gas field region, the largest in Europe, consist of unreinforced masonry material. Because of their particular characteristics (cavity walls of different material, large openings, limited bearing walls in one direction, etc.) these houses are exceptionally vulnerable …

Dr. K.J. Noorman presenteerde tegenover netwerkpartners binnen het EPI kenniscentrum over innovaties rondom de energietransitie. In bijzonder wordt energieneutraal en aardbevingsbestendig bouwen besproken en de doelstelling rondom de energietransitie voor 2050 bediscussieerd.

Presentation at the RCE, Amersfoort during the WTA-international (Wissenschaftlich-Technische Arbeitsgemeinschaft für Bauwerkserhaltung und Denkmalpflege) meeting about earthquakes and building.

Fraeylemaborg is a noble house in an earthquake-stricken area of the Netherlands due to the induced seismicity events in the region. The structure is located in the middle of the town of Slochteren which gave its name to the largest gas field in the world upon its discovery in 1959. The gas extraction …

Open evenement om bewoners en bouwbedrijven bij elkaar te brengen voor levensloopbestendig wonen, en duurzaam en aardbevingsbestendig bouwen.

ABSTRACT: Local homebuyers in the Groningen earthquake region Ir. Hieke T. van der Kloet Hanze University of Applied Sciences Groningen Research Centre for Built Environment NoorderRuimte h.t.van.der.kloet@pl.hanze.nl 0031-50-595-2015 The earthquakes after the natural gas extraction in the Groningen …

Opportunities for new forms of public-private partnership in the Groningen earthquake zone

The seismic performance of a two-story 2D frame and a five-story 3D frame–shear-wall structure founded on spread (isolated) footings is investigated. In addition to footings conventionally designed in accordance with “capacity-design” principles, substantially under-designed footings are also used. Such …