Publisher
Springer Science and Business Media LLC
Reference59 articles.
1. 7, A (2010) Minimum design loads for buildings and other structures. ASCE Standard ASCE/SEI 7-10
2. Akkar S, Kale Ö, Yakut A, Ceken U (2018) Ground-motion characterization for the probabilistic seismic hazard assessment in Turkey. Bull Earthq Eng 16:3439–3463
3. Algermissen ST, Perkins D, Thenhaus P, Hanson S, Bender B (1982) Probabilistic estimates of maximum acceleration and velocity in rock in the contiguous United States (2331–1258)
4. Berberian M, Navai I (1977) Naghan (Chahar Mahal Bakhtiari-High Zagros, Iran) earthquake of 6 April 1977: a preliminary field report and a seismotectonic. Contribution to the seismotectonics of Iran (part II–III). In: Commemoration of the 50th anniversary of the pahlavi dynasty (39–40), 51
5. Campbell KW, Bozorgnia Y (2003) Updated near-source ground-motion (attenuation) relations for the horizontal and vertical components of peak ground acceleration and acceleration response spectra. Bull Seismol Soc Am 93(1):314–331