Quantification of effects of geometry of sediment bedrock interface on ground motion in 3D basin with circular free surface

被引:2
作者
Narayan, Jay Prakash [1 ]
Kamal [1 ]
机构
[1] Indian Inst Technol, Dept Earthquake Engn, Roorkee 247667, Uttar Pradesh, India
关键词
3D viscoelastic finite-difference simulation; basin-generated surface waves; focusing of surface waves; aggravation factors and average spectral amplifica; SEISMIC RESPONSE; WAVE-PROPAGATION; FILLED VALLEYS; EARTHQUAKE; AMPLIFICATION; DAMAGE; KOBE; AREA;
D O I
10.15233/gfz.2015.32.3
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
This paper presents the effects of geometry of sediment bedrock interface (GSBI) of 3D basins with a circular outcropping free surface on the characteristics and the focusing of the basin-generated surface (BGS) waves and associated spatial variations of the average spectral amplification (ASA) and average aggravation factor (AAF). An increase of ASA towards the centre of the semispherical (SS-) basin as compared to the 2D basin revealed the focusing of the BGS-waves in the SS-basin. The obtained 2.8 times larger ASA at the centre of the SS-basin to that of 2D basin calls for a special attention in predicting the seismic hazard in such basins for earthquake engineering purposes. The analysis of the simulated results revealed that the amplitude amplification due to the focusing of the BGS-waves was highly affected by the GSBI. For example, the ASA at the centre of a trapezoidal basin with edge slope 20 degrees was 50% larger than that at the centre of a trapezoidal basin with edge slope 45 degrees. It is recommended to compute the AAF using the same components of ground motion as that of the incident wave to conservatively aggravate the ground motion to incorporate the 3D basin-effects in the seismic microzonation where it is over based on the 1D response of sediment column.
引用
收藏
页码:1 / 25
页数:25
相关论文
共 34 条
[1]  
BARD PY, 1980, B SEISMOL SOC AM, V70, P1263
[2]  
BARD PY, 1980, B SEISMOL SOC AM, V70, P1921
[3]   Chimney damage in the greater Seattle area from the nisqually earthquake of 28 February 2001 [J].
Booth, DB ;
Wells, RE ;
Givler, RW .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2004, 94 (03) :1143-1158
[4]   Quantitative Comparison of Four Numerical Predictions of 3D Ground Motion in the Grenoble Valley, France [J].
Chaljub, Emmanuel ;
Moczo, Peter ;
Tsuno, Seiji ;
Bard, Pierre-Yves ;
Kristek, Jozef ;
Kaeser, Martin ;
Stupazzini, Marco ;
Kristekova, Miriam .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2010, 100 (04) :1427-1455
[5]   Site effects in Parkway Basin:: comparison between observations and 3-D modelling [J].
Chávez-García, FJ .
GEOPHYSICAL JOURNAL INTERNATIONAL, 2003, 154 (03) :633-646
[6]   Complex site effects and building codes:: Making the leap [J].
Chávez-García, FJ ;
Faccioli, E .
JOURNAL OF SEISMOLOGY, 2000, 4 (01) :23-40
[7]   Northridge earthquake damage caused by geologic focusing of seismic waves [J].
Davis, PM ;
Rubinstein, JL ;
Liu, KH ;
Gao, SS ;
Knopoff, L .
SCIENCE, 2000, 289 (5485) :1746-1750
[8]   An evaluation of 3-D velocity models of the Kanto basin for long-period ground motion simulations [J].
Dhakal, Yadab P. ;
Yamanaka, Hiroaki .
JOURNAL OF SEISMOLOGY, 2013, 17 (03) :1073-1102
[9]   INCORPORATION OF ATTENUATION INTO TIME-DOMAIN COMPUTATIONS OF SEISMIC-WAVE FIELDS [J].
EMMERICH, H ;
KORN, M .
GEOPHYSICS, 1987, 52 (09) :1252-1264
[10]  
Gao S, 1996, B SEISMOL SOC AM, V86, pS209