How to obtain earthquake ground motions for engineering design

被引:65
作者
Krinitzsky, EL [1 ]
机构
[1] Corps Engineers, Ctr Res Dev & Engn, Waterways Expt Stn, Geotech & Struct Lab, Vicksburg, MS 39180 USA
关键词
earthquakes; seismic ground motions; seismic hazard; seismic probability; critical structures; noncritical structures; maximum credible earthquakes; maximum design earthquakes; operating basis earthquakes; triple integration; deaggregation;
D O I
10.1016/S0013-7952(01)00098-9
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The earthquake ground motions that ultimately are selected for engineering design depend chiefly on the criticality of a site or structure and the engineering analyses that are to be performed, Several key steps are necessary in this selection process: They are (1) a reconnaissance to understand the hazards and obtain preliminary earthquake ground motions; (2) decisions on the application of deterministic or probabilistic methods; (3) selection of appropriate motions for requirements in design; (4) consideration of thresholds at which motions become significant for engineering; and (5) decisions on specifying appropriate earthquake ground motions for sizes of earthquakes, distances from sources, the structures, sites, and testing to be done. This paper presents five tables that show steps for evaluating these factors and for enabling the investigator to specify earthquake ground motions appropriate for engineering design. Published by Elsevier Science BY.
引用
收藏
页码:1 / 16
页数:16
相关论文
共 25 条
  • [1] ALGERMISSEN ST, 1982, 821033 US GEOL SURV
  • [2] Benefits of scenario ground motion maps
    Anderson, JG
    [J]. ENGINEERING GEOLOGY, 1997, 48 (1-2) : 43 - 57
  • [3] ANDERSON JG, 1995, NAT EARTHQ GROUND MO
  • [4] Hazard-consistent earthquake scenarios
    Bommer, JJ
    Scott, SG
    Sarma, SK
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2000, 19 (04) : 219 - 231
  • [5] BUDNITZ RJ, 1997, NUREGCR6372UCRLID122, V2
  • [6] BUDNITZ RJ, 1997, NUREGCR6372UCRLID122, V1
  • [7] *ER, 1995, 111021806 ER US ARM
  • [8] Foley Richard., 1993, Working Without a Net: a Study of Egocentric Epistemology
  • [9] Individual faults can't produce a Gutenberg-Richter earthquake recurrence
    Hofmann, RB
    [J]. ENGINEERING GEOLOGY, 1996, 43 (01) : 5 - 9
  • [10] Krinitzsky E. L., 1993, Fundamentals of earthquake-resistant construction