Latest issueVerification of regulatory formulas for assessing the level of accelerations in SP 286.1325800.2016 "Construction facilities of increased responsibility. Rules of detailed seismic zonation" based on real data
DOI: 10.37153/2618-9283-2024-1-22-30
Authors:
Elena V. Deshcherevskaya
senior researcher, The Schmidt Institute of Physics of the Earth, The Russian Academy of Sciences (IPE RAS), Moscow, Russian Federation
Dr. of Sci. (Phys. and Math.), Head of the Laboratory of Engineering Seismology and Interpretation of Seismic Observations No. 306, Schmidt Institute of Physics of the Earth of the Russian Academy of Sciences. Moscow, Russian Federation
Olga V. Pavlenko
Rubric: Technical regulation and design standards development
Key words: peak accelerations, normative formulas of the detailed seismic zonation, local site effects, soil response
Annotation:
The normative formulas of SP 286.1325800.2016 for estimation of peak ground accelerations in earthquakes were checked on records obtained in the near-fault zones of strong earthquakes (MS ~6.9÷7.15) of Japan made by K-NET and KiK-net stations. It was found that the recorded values of peak accelerations have a fairly large scattering even in the selected narrow range of magnitudes, which is obviously due to local site effects (soil response, topographic effects, etc.), as well as to differences in the characteristics of the earthquake sources and the paths of seismic wave propagation. Calculations by the normative formulas produced estimates that are near the lower limit of the recorded peak accelerations, and in the near-source zones, they noticeably underestimate the recorded peak accelerations. In general, the formulas of SP 286.1325800.2016 give us only approximate estimates, and therefore, it is necessary to develop more reliable methods for estimating peak accelerations and other parameters of seismic motion, taking into account soil conditions and regional characteristics, with components of probabilistic analysis.
Used Books:1. Gusev A.A., Mel'nikova V.N. Svyazi mezhdu magnitudami – srednemirovye i dlya Kamchatki. Vulkanologiya i sejsmologiya. 1990, no. 6, pp. 55–63. [In Russian]
2. SP 286.1325800.2016. Svod pravil «Ob'ekty stroitel'nye povyshennoj otvetstvennosti. Pravila detal'nogo sejsmicheskogo rajonirovaniya». Data vvedeniya 2017-06-17. [In Russian]
3. Ulomov V.I., Bogdanov M.I., Trifonov V.G., Gusev A.A., Gusev G.S., Akatova K.N., Aptikaev F.F., Danilova T.I., Kozhurin A.I., Medvedeva N.S., Nikonov A.A., Peretokin S.A., Pustovitenko B.G., Strom A.L. Poyasnitel'naya zapiska k komplektu kart obshchego sejsmicheskogo rajonirovaniya territorii Rossijskoj Federatsii OSR-2016. Inzhenernye izyskaniya. 2016, no. 7, pp. 49–122. [In Russian]
4. Vanek I., Zatopek A., Karnik V., Kondorskaya N.V., Riznichenko Yu.V., Savarenskij E.F., Solov'ev S.L., Shebalin N.V. Standartnaya shkala magnitud. Izv. AN SSSR. Ser. geofizich. 1962, no. 2, pp. 153–158. [In Russian]
5. Chubarova O.S., Gusev A.A. Regional'naya shkala magnitud po poverhnostnym volnam dlya zemletryasenij Dal'nego Vostoka Rossii. Fizika Zemli. 2017, no. 1, pp. 60–71. doi: 10.7868/S0002333716060028 [In Russian]