Title of article :
How to obtain earthquake ground motions for engineering design
Author/Authors :
Krinitzsky، نويسنده , , Ellis L، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2002
Abstract :
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.
Keywords :
Operating basis earthquakes , Deaggregation , Seismic Hazard , critical structures , Noncritical structures , Maximum credible earthquakes , Seismic probability , Maximum design earthquakes , earthquakes , Triple integration , Seismic ground motions
Journal title :
Engineering Geology
Journal title :
Engineering Geology