Structural and Geotechnical Mechanics: A Volume Honoring Professor Nathan M. NewmarkWilliam Joel Hall Prentice-Hall, 1977 - 442 halaman |
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Halaman 66
... PRESSURE ( psi ) 3000 25000 G = 1180 ft ( PBX DATA ) H = 1220 ft [ 2 ] 2000 1500 1000 500 TIME ( msec ) W = 1MT HOB 1000ft T = 10msec 11 = 3 2500 PRESSURE ( psi ) 2000 1500 1000 500 I - 1250 ft ( PBX DATA ) J = 1300 ft [ 2 ] 0 10 20 ...
... PRESSURE ( psi ) 3000 25000 G = 1180 ft ( PBX DATA ) H = 1220 ft [ 2 ] 2000 1500 1000 500 TIME ( msec ) W = 1MT HOB 1000ft T = 10msec 11 = 3 2500 PRESSURE ( psi ) 2000 1500 1000 500 I - 1250 ft ( PBX DATA ) J = 1300 ft [ 2 ] 0 10 20 ...
Halaman 67
... PRESSURE ( psi ) 2000 1000 0 0 10 20 30 4.0 3.0 2.0 10 TIME ( msec ) REF [ 2 ] REF [ 2 ] ADJUSTED ONLY IN RANGE TO ... PRESSURE ( psi ) PRESSURE ( psi ) 0 = 1210 ft ( PBX DATA ) P = 1190 ft [ 2 ] 20 30 TIME ( msec ) 2000 1000 Q = 1230 ft ...
... PRESSURE ( psi ) 2000 1000 0 0 10 20 30 4.0 3.0 2.0 10 TIME ( msec ) REF [ 2 ] REF [ 2 ] ADJUSTED ONLY IN RANGE TO ... PRESSURE ( psi ) PRESSURE ( psi ) 0 = 1210 ft ( PBX DATA ) P = 1190 ft [ 2 ] 20 30 TIME ( msec ) 2000 1000 Q = 1230 ft ...
Halaman 432
... pressure distribution by the hydrodynamic pressure at the base . The results indicate that the shape of the hydrodynamic pressure distribution is not very sensitive to the frequency of excitation . Ordinate / water depth y / H 1.00 ...
... pressure distribution by the hydrodynamic pressure at the base . The results indicate that the shape of the hydrodynamic pressure distribution is not very sensitive to the frequency of excitation . Ordinate / water depth y / H 1.00 ...
Isi
Education and Social Issues by G D T Wright | 18 |
Risk and Reliability Analysis in Engineering Design | 24 |
A Review of Nuclear Weapons Effects Relevant | 55 |
Hak Cipta | |
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Structural and Geotechnical Mechanics: A Volume Honoring Professor Nathan M ... William Joel Hall Tampilan cuplikan - 1977 |
Structural and Geotechnical Mechanics: A Volume Honoring Professor Nathan M ... William Joel Hall Tampilan cuplikan - 1977 |
Istilah dan frasa umum
acceleration analysis applied approach approximate ASCE assumed base behavior blasting boundary building calculated Civil coefficient column complete components computed concrete considered corresponding crack curve damage damping determined developed direction displacement distribution dynamic Earthquake effects elastic element energy Engineering equations evaluation expression factor failure forces foundation fracture frequency function given ground motion holes hydrodynamic increase indicated interaction layer limit loading mass material maximum mean measured Mechanics method NEWMARK observations obtained parameters peak performance permeability possible practical present pressure probability problem procedure properties range ratio reinforced reliability Report represents Research resistance respect response rock safety scaled seismic shear shown soil solution specifications steel strain strength stress structure studies subjected surface Table tion University values variables vertical vibration walls wave yield