Dynamic Testing of Gapec IsolatorsStanford University. Department of Civil Engineering. Blume Earthquake Engineering Center, Jean-Lou Chameau Stanford University, Department of Civil Engineering, John A. Blume Earthquake Engineering Center, 1978 - Buildings - 99 pages |
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1940 CALIFORNIA EARTHQUAKE 2.00 SECONDS FIG Acceleration g ACCELERATIONS AT STORY Accelerometer AUTOPOWER SPECTRAL DENSITY AVERAGE AUTOPOWER SPECTRAL BOLTED ON SHAKING Calculated Measured Calculated Centre National CENTRO 1940 CALIFORNIA CENTRO 1940 EARTHQUAKE CLOSE-UP cm/sec COHERENCE FUNCTION CYCLES FIG DAMPING ANALYSIS DAMPING BEHAVIOR DIRECTION STRUCTURE BOLTED DIRECTION STRUCTURE SUPPORTED dynamic Earthquake Engineering Center floor level forces and overturning FREE DECAY RESPONSE FREQUENCY BEHAVIOR Gapec System HERTZ FIG Imperial Valley Isolators FIG Isolators Ratio Isolators RESPONSE ACCELERATION Isolators With Isolators Level Isolators LOGARITIEHO MAGNITJAW 3.00 MAGNITUAW MAGNITUDE 3.00 Mode 3rd Mode MODE SHAPES modes of vibration overturning moments prototype quake Ratio Without Isolators Recherche Scientifique RESPONSE LOCATION SAN FRANCISCO EARTHQUAKE SCALE-MODEL scaling shear forces shear is taken Shear lbs SPECTRAL ANALYSIS SPECTRAL DENSITY FUNCTION STORY 4 TOP structure equipped SUMS SUPPORTED ON ISOLATORS Torsion TRANSFER FUNCTION value of shear yy DIRECTION yy DIRECTION STRUCTURE Асс हु