Evaluation of modelling strategies for estimating cumulative damage on Groningen masonry buildings due to recursive induced earthquakes

Author:

Sarhosis Vasilis,Dais Dimitris,Smyrou Eleni,Bal İhsan EnginORCID

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. Arias A (1970) A measure of earthquake intensity. In: Hansen RJ (ed) Seismic design for nuclear power plants. MIT Press, Cambridge, pp 438–483

2. Aschheim M, Black E (1999) Effects of prior earthquake damage on response of simple stiffness-degrading structures. Earthq Spectra 15(1):1–24

3. Chai YH (2005) Incorporating low-cycle fatigue model into duration-dependent inelastic design spectra. Earthq Eng Struct Dyn 34:83–96. https://doi.org/10.1002/eqe.422

4. Crowley H, Pinho R (2017) Report on the v5 fragility and consequence models for the Groningen Field, Pavia. A report prepared for NAM (Nederlandse Aardolie Maatschappij). https://nam-feitenencijfers.data-app.nl/download/rapportdialog/aaa228dc-71a3-4919-a560-571a4b262a9a . Accessed 11 Nov 2018

5. Dais D, Bal İE, Smyrou E (2017) Discussion on the response of unreinforced masonry to low-amplitude recursive loads: case of groningen gas field. In: Proceedings of COMPDYN 2017, Rhodes, Greece

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