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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Page 11
... FUNCTION , 100 SUMS , LOCATION 5 DHEENSHONLESS મૈં .50 FIG . B15 : COHERENCE FUNCTION , RESPONSE LOCATION 1 AND LOCATION 5 LOCARTTICHO -1.00 2 8 FIG . B18 : AVERAGE AUTOPOWER RELATIUE FIG . B17 : TRANSFER FUNCTION PHASE , RESPONSE ...
... FUNCTION , 100 SUMS , LOCATION 5 DHEENSHONLESS મૈં .50 FIG . B15 : COHERENCE FUNCTION , RESPONSE LOCATION 1 AND LOCATION 5 LOCARTTICHO -1.00 2 8 FIG . B18 : AVERAGE AUTOPOWER RELATIUE FIG . B17 : TRANSFER FUNCTION PHASE , RESPONSE ...
Page
... TRANSFER FUNCTION PHASE , RESPONSE LOCATION 6 RELATIVE TO RESPONSE LOCATION 1 3.00 MAGNITUDE HERTZ 50.00 2.00 37.50 1.00 25 00 50.00 00 12.50 37.50 25.00 12.50 00 -90.00 00 N HERTZ I FIG . C20 : TRANSFER FUNCTION MAGNITUDE , RESPONSE ...
... TRANSFER FUNCTION PHASE , RESPONSE LOCATION 6 RELATIVE TO RESPONSE LOCATION 1 3.00 MAGNITUDE HERTZ 50.00 2.00 37.50 1.00 25 00 50.00 00 12.50 37.50 25.00 12.50 00 -90.00 00 N HERTZ I FIG . C20 : TRANSFER FUNCTION MAGNITUDE , RESPONSE ...
Page 6
... FUNCTION , 100 SUMS , LOCATION 6 MAGNITJAW -3.00 PREENSHONLESS 75 .50 FIG . D19 : COHERENCE FUNCTION , RESPONSE LOCATION 1 AND LOCATION 6 བ FIG . D26 : AVERAGE AUTOPOWER SPECTRAL DENSITY FUNCTION 00 · FIG . D21 : TRANSFER FUNCTION PHASE ...
... FUNCTION , 100 SUMS , LOCATION 6 MAGNITJAW -3.00 PREENSHONLESS 75 .50 FIG . D19 : COHERENCE FUNCTION , RESPONSE LOCATION 1 AND LOCATION 6 བ FIG . D26 : AVERAGE AUTOPOWER SPECTRAL DENSITY FUNCTION 00 · FIG . D21 : TRANSFER FUNCTION PHASE ...
Common terms and phrases
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