Structural and Geotechnical Mechanics: A Volume Honoring Professor Nathan M. NewmarkWilliam Joel Hall Prentice-Hall, 1977 - 442 halaman |
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Halaman 160
... dynamic shearing stress - strain curves for soils are of the nonlinear strain - softening type . A good approximation to this behavior can be obtained analytically by adoption of the Ramberg - Osgood - type curves . Then , intro ...
... dynamic shearing stress - strain curves for soils are of the nonlinear strain - softening type . A good approximation to this behavior can be obtained analytically by adoption of the Ramberg - Osgood - type curves . Then , intro ...
Halaman 360
... dynamic stiffnesses of half - space y = mass density ratio , defined by Eq . ( 3 ) 8 = damping parameter for half ... Dynamic Behaviour of Structures with Embedded Foundations , ” Int . J. Earthquake Eng . Struct . Dynamics , Vol . 3 ...
... dynamic stiffnesses of half - space y = mass density ratio , defined by Eq . ( 3 ) 8 = damping parameter for half ... Dynamic Behaviour of Structures with Embedded Foundations , ” Int . J. Earthquake Eng . Struct . Dynamics , Vol . 3 ...
Halaman 401
... Dynamic Response , " Recent Advances in Matrix Methods of Structural Analysis and Design , U.S.- Japan Seminar , Tokyo , 1969. University of Alabama Press , University , ALA . , pp . 441-486 . 11. CLOUGH , R. W. , and K. J. BATHE ...
... Dynamic Response , " Recent Advances in Matrix Methods of Structural Analysis and Design , U.S.- Japan Seminar , Tokyo , 1969. University of Alabama Press , University , ALA . , pp . 441-486 . 11. CLOUGH , R. W. , and K. J. BATHE ...
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 |
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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