Influence of resonance and nonlinear properties of soils on seismic hazard of construction areas
DOI:
https://doi.org/10.24028/gzh.0203-3100.v38i2.2016.107762Ключові слова:
seismic microzonation, nonlinear soil behavior, resonance properties of soils, frequency characteristics of soils, equivalent linear modelАнотація
The article discusses the need to take into account the resonance and nonlinear phenomena in soils for the seismic micro zoning of building and operating sites. Resonance and nonlinear phenomena are closely related to each other and depend on the structure of the medium under the site, and the intensity of seismic effects. Examples of what these phenomena are a common cause of destruction and damage of earthquake-resistant structures during earthquakes are presented. The methods that allow at a modern level to count the frequency characteristics of soil models taking into account it’s non-linear and resonance properties are reviewed. The results of the comparative analysis of theoretical calculations of the frequency characteristics of soil layered models with different thickness and different seismic properties are supplied. It has been shown that appearance of the nonlinear properties of the soil depends on its physical properties and stress condition. A comparison of the calculated frequency characteristics of ground systems taking into account the rheological properties for a variety of construction sites in the Odessa area in Kiev town are provided. The influence of various factors on the spectral contents and the value of oscillation of the upper section of the geological environment at the construction site are analyzed. The conditions of occurrence in it of dangerous resonance phenomena are formulated.
Посилання
Aki K., Richards P., 1983. Quantitative Seismology: Theory and Methods. Moscow: Mir, 520 c. (in Russian).
Aleshin A. S., 2010. Seismic micro zoning especially important objects. Moscow: OOO «Svetoch Plus», 293 p. (in Russian).
Construction in seismic regions of Ukraine, 2014. DBN V.1.1-12:2014. Kyiv: Minrehionbud Ukrayiny, Ukrarkhbudinform, 110 p. (in Ukrainian).
Voznesenskiy E. A., 1999. Dynamic instability of soils. Moscow: Editorial URSS, 263 p. (in Russian).
Demidovich B. P., Maron I. A., 1966. Fundamentals of Computational Mathematics. Moscow: Nauka, 664 p. (in Russian).
Zaalishvili V. B., 2009. Seismic micro zoning of territories of cities, settlements and large construction sites. Moscow: Nauka, 350 p. (in Russian).
Engineering survey for construction. Seismic micro zoning. Technical performance requirements, 1988. RSN 65—87. Moscow: State Committee for Construction of the RSFSR, 14 p. (in Russian).
Engineering survey for construction, 2008. DBN A.2.1-1-2008. Kyiv: Minrehionbud Ukrayiny, 78 p. (in Ukrainian).
Ishikhara K., 2006. The behavior of soils during earthquakes. St. Petersburg: NPO «Georekonstruktsiya-Fundamentproekt», 383 p. (in Russian).
Kendzera O. V., 2015. Seismic hazard and seismic protection in Ukraine. Ukrayins'kyy heohrafichnyy zhurnal (3), 9—15 (in Ukrainian). http://dx.doi.org/10.15407/ugz2015.03.
Levshin A. L., 1962. Application of seismic methods of research in geological engineering surveys. Moscow: VSEGINGEO, is. 20, 42 p. (in Russian).
Malyts'kyy D. V., Muyla O. O., 2007. On the application of the matrix method and its modifications to the study of seismic waves in layered media. In: Theoretical and applied aspects of geoinformatics. Kiev, P. 124—136 (in Ukrainian).
Pavlenko O. V., 2009. Seismic waves in the ground layers: a non-linear behavior of the soil during strong earthquakes in recent years. Moscow: Nauchnyy Mir, 260 p. (in Russian).
Yudakov A. A., Boyko V. G., 2013. Numerical methods for integrating the equations of motion of mechanical multicomponent systems based on the method of direct integration of the equations of the dynamics of finite element method. Vestnik Udmurtskogo Universiteta. Matematika. Mekhanika. Kompyuternye nauki (is. 1), 131—144 (in Russian).
Bard P.-Y., 1995. Effects of surface geology on ground motion: Recent results and remaining issues: Proc. of 10th European Conference on Earthquake Engineering. Vienna, Austria. Rotterdam: Balkema, P. 305—324.
Bardet J. P., Tobita T., 2001. NERA. A computer program for nonlinear earthquake site response analyses of layered Soil Deposits. Los Angeles: Univ. of Southern California. 44 p.
Hashash Y., 2012. DeepSoil User Manual and Tutorial. Department of Civil and Environmental Engineering University of Illinois at Urbana-Champaign. Board of Trustees of University of Illinois at Urbana-Champaign. 107 p.
Nakamura Y., 2000. Clear identification of fundamental idea of Nakamura's technique and its applications: Proc. of 12th World Conf. on Earthquake Engineering, Paper 2656. 8 p.
Iwan W. D., 1967. On A Class of Models for the Yielding Behavior of Continuous and Composite Systems. J. Appl. Mech. ASME 34, 612—617.
Haskell N. A., 1951. Asymptotic Approximation for the Normal Modes in Sound Channel Wave Propagation. J. Appl. Phys. 22, 157—168.
Haskell N. A., 1953. The dispersion of surface waves on a multilayered media. Bull. Seism. Soc. Am. 43, 17—34.
Kanai K., 1952. Relation between the nature of surface layer and the amplitudes of earthquake motions. Bull. Earth. Res. Inst., Tokyo Univ. 30, 31—37.
Kendzera O., 2015. Seismic hazard and seismic protection in Ukraine. In: Earth reality along the silk road and scientific cooperation. Atatürk Üniversiti: ERZURUM, P. 61—72.
Kramer S. L., 1996. Geotechnical Earthquake Engineering. N. J.: Prentice Hall, Upper Saddle River, 672 p.
Marmarelis V. Z., 2004. Nonlinear Dynamic Modeling of Physiological Systems. Wiley-IEEE Press, Series on Biomedical Engineering, 541 p.
Mróz Z., 1967. On The 'Description of Anisotropic Work hardening. J. Mech. Phys. Solids. 15, 163—175.
Newmark N. M., 1959. A Method of Computation for Structural Dynamics. J. Geotech. Eng. Division 85, 67—94.
ProShake Ground Response Analysis Program, 1998. Version 1.1. User’s Manual, Washington, USA, 54 p.
Silva W. J., 1991. Global characteristics and site geometry: Proceedings NSF/EPRI Workshop on Dynamic Soil Properties and Site Characterization. EPRI NP-7337. Electric Power Res. Inst., Chapter 6. P. 1—20.
Schnabel P. B., Lysmer J., Seed H. B., 1972. SHAKE: A computer program for earthquake response analysis of horizontally layered sites. Report No. EERC 72-12. Berkeley, California: Earthquake Engineering Research Center, University of California, 102 p.
Tesseral Technology, Introduced in Tesseral Pro v. 4.1.7, 2015. 5 p. http://www.tesseral-geo.com.
Thomson W. T., 1950. Transmission of elastic waves through a stratified solid medium. J. Appl. Phys. 21, 89—93.
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