菜单
  

    Figure 4.3.1.  Bonded and unbonded length of test bars and distribution of strain
    gauges ..92
    Figure 4.3.2.  Strain gauges on spines of bars: (a) strain gauge; (b) protective cover ..93
    Figure 4.3.3.  Test setup for monotonic loading– front view.94
    Figure 4.3.4.  Test setup for monotonic loading: (a) side view 1; (b) side view 2..94
    Figure 4.3.5.  Test setup – side view..96
    Figure 4.3.6.  Test setup for cyclic loading: (a) side view; (b) close view of
    connector and guide ..96
    Figure 4.3.7.  Loading protocol .96
    Figure 4.4.1.  Test results with type 1 grout: (a) and (b) F5MG1; (c) and (d) F8MG1 99
    Figure 4.4.2.  Test results with type 2 grout: (a) and (b) F5MG2; (c) and (d) F8MG2 .100
    Figure 4.4.3.  Test results with type 3 grout: (a) and (b) F5MG3; (c) and (d) F8MG3 .100
    Figure 4.4.4.  Test bars after testing (a) F8MG1 (type 1 grout); (b) F8MG2 (type 2
    grout); (c) F8MG3 (type 3 grout).101
    Figure 4.4.5.  Test results of bars with bonded length of 4 db: (a) and (b) base
    segment specimens; (c) and (d) foundation specimens.103
    Figure 4.4.6.  Specimens after testing (a) F5M-4db-1; (b) F8M-4db-1 ..104
    Figure 4.4.7.  Test results of bars with bonded length of 16 db..105
    Figure 4.4.8.  Specimens after testing (a) F5M-16db; (b) F8M-16db ..105
    Figure 4.4.9.  Test results of bars with bonded length of 24 db..106
    Figure 4.4.10.  Specimens after testing (a) F5M-24db; (b) F8M-24db ..107
    Figure 4.4.11.  Test results of bars with bonded length of 24 db + Leu of 8 db with
    duct tape 109
    Figure 4.4.12.  Specimens after testing (a) F5M-24db-DTU; (b) F8M-24db-DTU.109
    Figure 4.4.13.  Test results of bars with bonded length of 24 db + Leu of 8 db with
    PVC pipes 110
    Figure 4.4.14.  Bar F8M-24db-PVU after testing.110
    Figure 4.4.15  Test results of bars with bonded length of 900 mm for base segment
    specimens.111
    Figure 4.4.16.  Specimens after testing (a) S5M-900; (b) S8M-900..112
    Figure 4.4.17.  Test results of bars with bonded length of 900 mm for foundation
    specimens.112
    Figure 4.4.18.  Test results of bars with bonded length of 4db for foundation
    specimens.114
    Figure 4.4.19.  Specimens after testing (a) F5C-4db; (b) F8C-4db ..114
    Figure 4.4.20.  Test results of bars with bonded length of 16db for foundation
    specimens.115
    Figure 4.4.21.  Test results of bars with bonded length of 24db for foundation
    specimens.116
    Figure 4.4.22.  Test results of bars with bonded length of 24db + 8db unbonding for
    foundation specimens.117
    Figure 4.4.23.  Specimens after testing (a) F5C-DTU; (b) F8C-DTU..117
    Figure 4.4.24.  Test results of bars with bonded length of 900 mm for base segment
    specimens.118
    Figure 4.5.1.  Equivalent strain distribution.120
    Figure 4.5.2.  Equivalent unbonded length for #16 bars 121
    Figure 4.5.3.  Equivalent unbonded length for #25 bars 121
    Figure 4.5.4.  Design of additional unbonded length for column specimens..126
    Figure 4.5.5.  Joint opening history of critical joint of column specimens with #16
    ED bars..126
    Figure 4.5.6.  Joint opening history of critical joint of column specimens with #25
    ED bars..126
    Figure 4.5.7.  Additional unbonded length of ED bars for column specimens ..127
    Figure 5.2.1.  Design concepts of proposed segmental column system.132
    Figure 5.2.2.  Major design details of precast segmental column specimens .138
    Figure 5.2.3.  (a) Foundation; (b) Base column segment (segment S1).139
    Figure 5.2.4.  (a) Segment S2; (b) Segment S3 and S4..139
    Figure 5.2.5.  Cap beam .140
    Figure 5.2.6.  Installation of base column segment (segment S1).141
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