Seismic EngineeringAmerican Society of Mechanical Engineers, 2003 - Earthquake engineering |
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Page 211
... physical quantities used for simplified vibration analysis of the fluid - tank system [ 3 ] . This theory has been adopted by Japanese seismic design code . In contrast , Clough [ 4 ] first investigated the uplift of tank bottom plate ...
... physical quantities used for simplified vibration analysis of the fluid - tank system [ 3 ] . This theory has been adopted by Japanese seismic design code . In contrast , Clough [ 4 ] first investigated the uplift of tank bottom plate ...
Page 216
... Physical quantities of model tanks Items Broad tank Tall tank Height 11.4 m 30.0 m Diameter 25.3 m 15.6 m Mass ( total ) 5731 t 5734 t Natural Period 0.149 s 0.381 s M / M 0.50 H / H 0.38 0.90 0.45 M , R , 02 cosα , M , R , 02 sinα , α ...
... Physical quantities of model tanks Items Broad tank Tall tank Height 11.4 m 30.0 m Diameter 25.3 m 15.6 m Mass ( total ) 5731 t 5734 t Natural Period 0.149 s 0.381 s M / M 0.50 H / H 0.38 0.90 0.45 M , R , 02 cosα , M , R , 02 sinα , α ...
Page 274
... Physical Damage Assessment Induced Physical Damage Assessment Direct Social / Economic Loss Estimation Indirect Economic Loss Estimation Figure 1 Framework of methodology in Haz - Taiwan Application Software organization of this paper ...
... Physical Damage Assessment Induced Physical Damage Assessment Direct Social / Economic Loss Estimation Indirect Economic Loss Estimation Figure 1 Framework of methodology in Haz - Taiwan Application Software organization of this paper ...
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 compressive stress crack damper damping ratio deformation deviatoric diameter Disp displacement dynamic buckling test Earthquake Engineering effect elbow elephant foot bulge equation equipment Eurocode evaluation experimental results 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 waves 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 Young's modulus