Response of sedimentary basin to obliquely incident SH waves
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  • 作者:Chuanbin Zhu ; David P. Thambiratnam ; Jian Zhang
  • 关键词:Incident angle ; Sedimentary basin ; Seismic response ; SH waves
  • 刊名:Bulletin of Earthquake Engineering
  • 出版年:2016
  • 出版时间:March 2016
  • 年:2016
  • 卷:14
  • 期:3
  • 页码:647-671
  • 全文大小:2,595 KB
  • 参考文献:Alterman ZS, Loewenthal D (1970) Seismic waves in a quarter and three-quarter plane. Geophys J Int 20(2):101–126CrossRef
    Assimaki D, Gazetas G (2004) Soil and topographic amplification on canyon banks and the 1999 Athens earthquake. J Earthq Eng 8(1):1–43
    Assimaki D, Pecker A, Popescu R, Prevost JH (2003) Effects of spatial variability of soil properties on surface ground motion. J Earthq Eng 7(1):1–44
    Bard PY, Bouchon M (1980) The seismic response of sediment-filled valleys. Part 2. The case of incident P and SV waves. Bull Seismol Soc Am 70(5):1921–1941
    Bard PY, Bouchon M (1985) The two-dimensional resonance of sediment-filled valleys. Bull Seismol Soc Am 75(2):519–541
    Boore DM, Larner KL, Aki K (1971) Comparison of two independent methods for the solution of wave-scattering problems: response of a sedimentary basin to vertically incident SH waves. J Geophys Res 76:558–569CrossRef
    Borcherdt RD (1970) Effects of local geology on ground motion near San Francisco Bay. Bull Seismol Soc Am 60(1):29–61
    Brian MA, Neal MO, Taber JJ (2003) The basin-edge effect from weak ground motions across the fault-bounded edge of the lower hutt valley, New Zealand. Bull Seismol Soc Am 93(6):2703–2716CrossRef
    Choi Y, Stewart JP, Graves RW (2005) Empirical model for basin effects accounts for basin depth and source location. Bull Seismol Soc Am 95:1412–1427CrossRef
    Cubrinovski M, Green RA (2010) Geotechnical reconnaissance of the 2010 Darfield (New Zealand) earthquake. Report of the National Science Foundation-Sponsored Geotechnical Extreme Events Reconnaissance (GEER) Team, Report No. GEER-024:180
    Gatmiri B, Foroutan T (2012) New criteria on the filling ratio and impedance ratio effects in seismic response evaluation of the partial filled alluvial valleys. Soil Dyn Earthquake Eng 41:89–101CrossRef
    Gelagoti F, Kourkoulis R, Anastasopoulos I, Tazoh T, Gazetas G (2010) Seismic wave propagation in a very soft alluvial valley: sensitivity to ground-motion details and soil nonlinearity, and generation of a parasitic vertical component. Bull Seismol Soc Am 100(6):3035–3054CrossRef
    Gelagoti F, Kourkoulis R, Anastasopoulos I, Gazetas G (2012) Nonlinear dimensional analysis of trapezoidal valleys subjected to vertically propagating SV waves. Bull Seismol Soc Am 102(3):999–1017CrossRef
    Gelis C, Bonilla LF (2012) 2-D P–SV numerical study of soil–source interaction in a non-linear basin. Geophys J Int 191:1371–1390
    Haskell AN (1960) Crustal reflection of plane SH waves. J Geophys Res 65(12):4147–4150CrossRef
    Hong TL, Helmberger DV (1978) Glorified optics and wave propagation in nonplanar structure. Bull Seismol Soc Am 68:1313–1330
    IBC (2012) International building code. International Code Council, INC. ISBN 978-1-60983-040-3
    Joyner WB (1975) A method for calculating nonlinear seismic response in two dimensions. Bull Seismol Soc Am 65(5):1337–1357
    Kuhlemeyer RJ, Lysmer J (1973) Finite element method accuracy for wave propagation problems. J Soil Mech Found Div 99(5):421–427
    Marsh EJ (1992) Two dimensional nonlinear seismic ground response studies. Dissertation, University of Auckland
    Marsh J, Larkin TJ, Haines AJ, Benites RA (1995) Comparison of linear and nonlinear seismic response of two-dimensional alluvial basins. Bull Seismol Soc Am 85(3):874–889
    Masui D, Midorikawa S (2007) Site amplification estimated from earthquake motion records with apparent incident angle. Proc Jpn Soc Civ Eng 63(3):552–560
    Paolucci R, Faccioli E, Maggio F (1999) 3D response analysis of an instrumented hill at Matsuzaki, Japan, by a spectral method. J Seismol 3(2):191–209CrossRef
    Rovelli A, Scognamiglio L, Marra F, Caserta A (2001) Edge-diffracted 1-s surface waves observed in a small-size intermontane basin (Califiorito, central Italy). Bull Seismol Soc Am 91:1851–1866CrossRef
    Seed HB, Idriss IM (1970) Soil moduli and damping factors for dynamic response analysis. Report no. UCB/EERC-70/10, Earthquake Engineering Research Centre, University of California, Berkeley
    Semblat JF, Dangla P, Kham M (2002) Seismic site effects for shallow and deep alluvial basins: in-depth motion and focusing effect. Soil Dyn Earthq Eng 22(9–12):849–854CrossRef
    Sigaki T (2000) Estimation of earthquake motion incident angle at rock site. In: Proceedings of 12th world conference earthquake engineering, New Zealand, 956
    Sun J, Golesorkhi R, Seed HB (1988) Dynamic moduli and damping ratios for cohesive soils. Report no. UCB/EERC-88/15, Earthquake Engineering Research Centre, University of California, Berkeley
    Thomas LP, Thomas MB, Craig SW, Kenneth CC, Catherine MS, Robert SC, Kate CM, Anne MT (2003) Amplification of seismic waves by the seattle basin, Washington State. Bull Seismol Soc Am 93(2):533–545CrossRef
    You H, Zhao F, Rong M (2009) Nonlinear seismic response of horizontal layered site due to inclined wave. Chin J Geotech Eng 31(2):234–240
    Zhang J, Zhao JX (2008) Response spectral amplification ratios from 1- and 2-dimensional nonlinear soil site models. Soil Dyn Earthq Eng 29(3):563–573CrossRef
  • 作者单位:Chuanbin Zhu (1)
    David P. Thambiratnam (1)
    Jian Zhang (1)

    1. Civil Engineering and Built Environment School, Queensland University of Technology, Brisbane, 4000, Australia
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Geotechnical Engineering
    Civil Engineering
    Geophysics and Geodesy
    Hydrogeology
    Structural Geology
  • 出版者:Springer Netherlands
  • ISSN:1573-1456
文摘
This research studies the impact of the incident angle of SH waves on the seismic response of two-dimensional sedimentary basins by using a nonlinear method. At first Ricker wavelet is input for a detailed analysis, followed by a statistical analysis based on a total of 100 real earthquake motions recorded at rock sites. The results show that the incident angle has a significant implication on the basin ground motion. First, the incident angle affects the short-period components more than the long-period ones of the spectral response acceleration, but the dominant period of the spectral response acceleration is insensitive to incident angle and location. Second, the MDIA of a basin is not necessarily 0° (vertical incidence) but in the range of approximately 0°–30°, and hence due attention should be paid to the influence of incident angle in seismic response analysis. Third, basin central areas are seismically preferable to edge regions for short-period buildings located on the basin, while, for long-period buildings, the edge areas become preferable. However, with the increase in incident angle, the difference between edge and central areas diminishes gradually. Finally, given that the dimensions of a basin are perceivable to incidence waves, the slope angle has a considerable impact on the PGA distribution pattern by controlling whether or not peak appears in the edge area. The MDP is most likely to be in the edge area of a basin with small slope angle when subjected to excitation with small incident angle (including vertical incidence). Keywords Incident angle Sedimentary basin Seismic response SH waves

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