菜单
  

    Figure 5.2.7.  Installation of (a) column segment S2; (b) column segment S3..142
    Figure 5.2.8.  Installation of (a) column segment S4; (b) cap beam142
    Figure 5.2.9.  (a) Post-tensioning; (b) Pressure grouting operation .143
    Figure 5.2.10.  Column specimen.143
    Figure 5.2.11.  Distribution of strain gauges (continued) 145
    Figure 5.2.11.  Distribution of strain gauges..146
    Figure 5.2.12.  Displacement transducers and inclinometers.146
    Figure 5.2.13.  Test setup .149
    Figure 5.2.14.  Specimen prior to testing .149
    Figure 5.2.15.  Cyclic loading history150
    Figure 5.2.16.  Earthquake loading history for pseudo-dynamic testing .150
    Figure 5.3.1.  Specimen C0C at 6% drift: (a) column; (b) joint foundation-S1.154
    Figure 5.3.2.  Specimen C5C at 6% drift: (a) column; (b) bottom of column 155
    Figure 5.3.3.  Facture of ED bars in East panel wall of specimen C5C at 6% drift.155
    Figure 5.3.4.  Specimen C8C at 6% drift: (a) column; (b) joint opening at joint
    foundation-S1 and fracture of ED bars in East panel wall..156
    Figure 5.3.5.  Specimen C5C-1 at 6% drift: (a) column; (b) joint opening at joint
    foundation-S1.156
    Figure 5.3.6.  Damage distribution on column surface of specimen C0C 159
    Figure 5.3.7.  Damage distribution on surfaces of column of specimen C5C.159
    Figure 5.3.8.  Damage distribution on column surface of specimen C8C 160
    Figure 5.3.9.  Damage distribution on column surface of specimen C5C-1 160
    Figure 5.3.10  Actual and idealized response curves 163
    Figure 5.3.11  Hysteretic behaviors of specimens up to 5% drift ..164
    Figure 5.3.12.  Hysteretic behaviors of specimens up to 6% drift ..164
    Figure 5.3.13.  Hysteretic energy dissipation.166
    Figure 5.3.14.  Specimen C8C and the TAKEDA model for C8C .167
    Figure 5.3.15.  Hysteretic energy dissipation of specimen C8C and the TAKEDA
    model for C8C167
    Figure 5.3.16.  Residual drift history..168
    Figure 5.3.17.  Joint opening history..169
    Figure 5.3.18.  Distribution of rotation increment along the height of the columns..171
    Figure 5.3.19.  Prestressing force history.173
    Figure 5.3.20.  Representative results of strains in the ED bars in specimen C5C.176
    Figure 5.3.21.  Representative results of strains in the ED bars in specimen C8C.177
    Figure 5.3.22.  Representative results of strains in the ED bars in specimen C5C-1.178
    Figure 5.3.23.  Representative results of strains in the hoops and longitudinal bars in
    specimen C0C181
    Figure 5.3.24.  Representative results of strains in the hoops and longitudinal bars in
    specimen C5C182
    Figure 5.3.25.  Representative results of strains in the hoops and longitudinal bars in
    specimen C8C183
    Figure 5.3.26.  Representative results of strains in the hoops and longitudinal bars in
    specimen C5C-1184
    Figure 5.4.1.  Specimen C0P at maximum response: (a) first design earthquake;  (b)
    second design earthquake (continued) ..188
    Figure 5.4.1.  Specimen C0P at maximum response: (c) maximum probable
    earthquake; (d) joint foundation-S1 (East side). ..189
    Figure 5.4.2.  Specimen C0P after cyclic loading test (East side) 189
    Figure 5.4.3.  Specimen C5P at maximum response: (a) first design earthquake; (b)
    second design earthquake; (c) maximum probable earthquake; (d)
    joint foundation-S1 (West side) 190
    Figure 5.4.4.  Specimen C5P after cyclic loading test (West side) ..191
    Figure 5.4.5.  Specimen C8P at maximum response: (a) first design earthquake;  (b)
    second design earthquake (continued) ..191
    Figure 5.4.5.  Specimen C8P at maximum response: (c) maximum probable
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