Seismic EngineeringAmerican Society of Mechanical Engineers, 2003 - Earthquake engineering |
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Page 66
... given by : 1 ( 11 ) [ 1- ( 1-7 ) ] γ As shown in Fig . 2 , the superstructure nearly moves as a rigid body in the first mode shape 1 ; whereas in the second mode shape o2 , the displacements of the superstructure and the base isolator ...
... given by : 1 ( 11 ) [ 1- ( 1-7 ) ] γ As shown in Fig . 2 , the superstructure nearly moves as a rigid body in the first mode shape 1 ; whereas in the second mode shape o2 , the displacements of the superstructure and the base isolator ...
Page 163
... given as - = " θε 7w ( n2 - 1 ) 25 € exp ( -6 ) at ♂2u ' _ Yw \ n az2 kw ( 11 ) In order to obtain u ' , Eq . ( 11 ) has to be integrated twice with respect to z . Since the bottom end of drain is closed , du / dz = 0 at z = L can be ...
... given as - = " θε 7w ( n2 - 1 ) 25 € exp ( -6 ) at ♂2u ' _ Yw \ n az2 kw ( 11 ) In order to obtain u ' , Eq . ( 11 ) has to be integrated twice with respect to z . Since the bottom end of drain is closed , du / dz = 0 at z = L can be ...
Page 245
... given ; [ R ] ď = ō ( 15 ) Combining Eqs . ( 14 ) , ( 15 ) together , the 16 equations are obtained as follows ; det [ A ] = a028 + a126 + a2λa + a3λ2 + a4 = 0 ( 10 ) where has to be satisfied , where ao ~ a4 are functions of w ...
... given ; [ R ] ď = ō ( 15 ) Combining Eqs . ( 14 ) , ( 15 ) together , the 16 equations are obtained as follows ; det [ A ] = a028 + a126 + a2λa + a3λ2 + a4 = 0 ( 10 ) where has to be satisfied , where ao ~ a4 are functions of w ...
Contents
SEISMIC TESTING AND ANALYSIS VERIFICATION | 1 |
PVP20032096 | 9 |
PVP20032097 | 15 |
Copyright | |
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amplitude ASCE ASME axial base isolation base shear force base-isolated structure baseline correction behavior bottom plate calculated Chi-Chi Earthquake circumferential codes components compressive crack cylindrical shell damper damping ratio deformation deviatoric diameter displacement dynamic buckling test Earthquake Engineering effect elbow elephant foot bulge equation equipment Eurocode evaluation factor Feng Chia University Figure flange plate ground motion hoop stress horizontal hysteresis loop hysteretic Japan linear liquid pressure liquid storage tanks loading test maximum measurement mechanical MFPS mode natural frequencies No.2 tank nonlinear ovaling vibration numerical obtained pile piping system plastic proposed PVP-Vol response acceleration response reduction response spectrum rocking motion seismic design Seismic Engineering seismic wave shaking table tests shear strain shown in Fig shows simulate sloshing responses soil SSCs static steel stiffness stress stress-strain stress-strain curves Taiwan tank models tensile test specimen thickness uplift VCFPS velocity vertical wall yield stress Young's modulus