Site conditions and earthquake ground motion - A review

被引:60
|
作者
Trifunac, Mihailo D. [1 ]
机构
[1] Univ Southern Calif, Dept Civil Engn, Los Angeles, CA 90089 USA
关键词
Local geologic site parameters; Local soil site parameters; Site parameters that describe horizontal distance to and distribution of reflective surfaces; Compound site parameters; PASSIVE ISOLATION MECHANISM; NONLINEAR SOIL RESPONSE; 1994; NORTHRIDGE; LONG-BEACH; DYNAMIC CHARACTERISTICS; EPICENTRAL DISTANCE; FORMER YUGOSLAVIA; SAN-FERNANDO; MIDDLE-EAST; AMPLIFICATION;
D O I
10.1016/j.soildyn.2016.08.003
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Studies of the effects of local site conditions on the amplitudes and duration of strong earthquake ground motion have evolved from observations of earthquake damage to buildings. Such studies have involved different degrees of detail and sophistication in how scaling parameters are defined and used. We review the frequently used scaling parameters with an emphasis on the volume of site geology and site soil they represent, the assumptions of one-, two-, or three-dimensional modeling of the associated wave motions, and a linear versus nonlinear site response. We describe the limitations of using only one site parameter, based on the soil properties in the top 30 m, and discuss how the description of site effects could be refined by increasing the number of descriptive parameters and the extent to which those describe deeper geologic structure. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:88 / 100
页数:13
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