2020
DOI: 10.1016/j.enggeo.2020.105524
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Site-specific ground motion modeling for a historical Cairo site as a step towards computation of seismic input at cultural heritage sites

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Cited by 21 publications
(5 citation statements)
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“…Ground motion, as experienced in archaeological sites, stands as a main factor shaping the intricate interplay between seismic activity and cultural heritage preservation [28,59]. The ground motion denotes the complex oscillations and vibrations of the Earth's surface triggered by seismic waves during an earthquake.…”
Section: Ground Motionmentioning
confidence: 99%
“…Ground motion, as experienced in archaeological sites, stands as a main factor shaping the intricate interplay between seismic activity and cultural heritage preservation [28,59]. The ground motion denotes the complex oscillations and vibrations of the Earth's surface triggered by seismic waves during an earthquake.…”
Section: Ground Motionmentioning
confidence: 99%
“…Two recent papers by Hassan et al (2020) andEl Gabry et al (2020) provide a specific focus on the NDSHA procedure, as applied to: (a) the seismic hazard assessment for the historical city of Cairo, which contains a large number of cultural heritage buildings; and (b) the seismic input definition (e.g., response spectra, time-histories) at a site of the tunnel that undergoes the Suez Canal to connect Sinai Peninsula with the western side of the country. Last but not least, ElGabry and Hassan (2020) have produced NDSHA estimates of design ground motion parameters -in the form of accessible online digital maps or databases (e.g., DGA, PGV, PGD, RS and time-histories) to be used as input for the next generation of the Egyptian Building code.…”
Section: Egyptmentioning
confidence: 99%
“…Following the above-introduced sections, the generation of MCSI spectra was implemented according to the soil structural model and fault scenario selected [56]. In particular, the MCSI has been defined in terms of the response spectrum to accomplish the engineering seismic verification of the case study masonry compound.…”
Section: Vulnerability Assessment For the Bilinear Elasto-plastic Sus...mentioning
confidence: 99%