Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A method for detecting site liquefaction by seismic records
AbstractA simple semi-theoretical method for straightforward identification of the liquefied site by using surface acceleration records is presented by taking the natural frequency decreasing ratio of the site (NFDRS) as a fundamental benchmark and taking the time–frequency decreasing ratio of the surface acceleration (TFDRSA) as a basic index. The TFDRSA of an accelerogram is calculated and the critical point of the TFDRSA is taken as a divisive point which distinguishes liquefied sites from non-liquefied sites. The critical point value of TFDRSA is assumed to be equal to the lower limit of NFDRS caused by liquefaction and the lower limit of NFDRS is attained approximately by a two-degree-of-freedom system which is employed to simulate site liquefaction. Based on the analysis for actual earthquake records, it is proved that the theoretical model and the basic assumption here are reasonable. The reliability of the method in the paper is verified by the actual earthquake records and the comparison results indicate that the method can detect the liquefied site and non-liquefied sites including the soft sites correctly.
A method for detecting site liquefaction by seismic records
AbstractA simple semi-theoretical method for straightforward identification of the liquefied site by using surface acceleration records is presented by taking the natural frequency decreasing ratio of the site (NFDRS) as a fundamental benchmark and taking the time–frequency decreasing ratio of the surface acceleration (TFDRSA) as a basic index. The TFDRSA of an accelerogram is calculated and the critical point of the TFDRSA is taken as a divisive point which distinguishes liquefied sites from non-liquefied sites. The critical point value of TFDRSA is assumed to be equal to the lower limit of NFDRS caused by liquefaction and the lower limit of NFDRS is attained approximately by a two-degree-of-freedom system which is employed to simulate site liquefaction. Based on the analysis for actual earthquake records, it is proved that the theoretical model and the basic assumption here are reasonable. The reliability of the method in the paper is verified by the actual earthquake records and the comparison results indicate that the method can detect the liquefied site and non-liquefied sites including the soft sites correctly.
A method for detecting site liquefaction by seismic records
Yuan, Xiaoming (Autor:in) / Sun, Rui (Autor:in) / Chen, Longwei (Autor:in) / Tang, Fuhui (Autor:in)
Soil Dynamics and Earthquake Engineering ; 30 ; 270-279
08.12.2009
10 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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