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FREQUENCY DEPENDENT ATTENUATION OF STRONG EARTHQAK GROUND MOTION

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Material type: Text

TextSeries: University Of Southern California ; Rep. No. Ce 85-02Publication details: DDC classification:

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Holdings
Item type	Current library	Collection	Call number	Status	Date due	Barcode	Item holds
Technical Report	PK Kelkar Library, IIT Kanpur	General Stacks	CE85-02 (Browse shelf(Opens below))	Not for loan		TR6530

Total holds: 0

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Previous	CE79-02 DEPENDENCE OF PSEUDO RELATIVE VELOCITY SPECTRA OF STONG MOTION ACCELERATION ON THE DEPTH OF SEDMENTARY DEPOSITS.	CE79-14 TIME OF MAXIMUUM RESPONSE OF SINGLE DEGREE OF FREEDOM ASCILTATOR TO EARTHQUAKE EXCITATION	CE84-02 POST EARTHQUAKE RESPONSE ANALYSIS OF THE IMPERIAL COUNTY SERVICES BUILDING IN ELCENTRO	CE85-02 FREQUENCY DEPENDENT ATTENUATION OF STRONG EARTHQAK GROUND MOTION	CE86-02 INVESTIGATION OF EARTHQUAKE OF RESPONSE OF SIMPLE BRIDGE STRUCTURES	CE87-03 STATISTICAL ANALYSIS OF RESPONSE SPECTRA METHOD IN EARTHQUAKE ENGINEERING	CE87-04 INFLUENCH OF LOCAL SOIL AND GEOLOGIC SITE CONDITIONS ON FOURIER SPECTRUM AMPLITUDES OF RECORDED STRONG MOTION ACCELERATIONS	Next

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