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Strong ground motion simulation during the November 1759 Earthquake along Serghaya Fault in the metropolitan of Damascus, Syria |
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| Authors: | Hussam Eldein Zaineh Hiroaki Yamanaka Yadab Prasad Dhakal Rawaa Dakkak Mohamad Daoud |
| Institution: | 1. Department of Environmental Science and Technology, Tokyo Institute of Technology, G5-6, 4259, Nagatsuta, Midori-ku, Yokohama, 226-8502, Japan 2. National Earthquake Center, Ministry of Petroleum and Mineral Resources, Damascus, Syria 3. Department of Seismology, Higher Institute of Earthquake Studies and Research, Damascus University, Damascus, Syria |
| Abstract: | The seismic hazard potential for metropolitan of Damascus, Syria is mainly controlled by earthquakes along Serghaya Fault which is a branch of Dead Sea Fault System. In this study, strong ground motion due to the November 1759 Earthquake along the fault of Serghaya was estimated with a numerical simulation technique. In the simulation, the Kostrov-like slip-velocity function was used as an input to the discrete wave number method to simulate the strong ground motions in a broadband frequency range. In order to model the incoherent rupture propagation which can excite large high-frequency waves, random numbers are added to arrival time of circular rupture front. MMI intensities calculated from the synthetic ground motions are compared with the observed values by Ambraseys and Barazangi (J Geophys Res 94:4007-4013, 1989). The calculated intensities are in good agreement with the observed ones at the most sites that validate appropriateness of the proposed source model. The PGA and PGV in the eastern region of Damascus city are higher than those in the western region due to the effects of local site amplification. The simulated high-frequency (1.0–6.0 Hz) ground motions for the sites in the Damascus city are higher than the design requirements defined by the Syrian building code. Furthermore, the simulated high-frequency ground motions for sites in the focal region are bigger than the design requirements in the case of the near-fault factors and are not considered. That demonstrates the appropriateness of considering the near-fault factors for a site near the focal region as introduced by the new building code. |
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