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SCHEDULE
 
Test No. Starting Date / Time Excitation Hazard Level Status
Taipei Ottawa Longitudinal
Transverse
SPDT No.1A 2/23 22:00 2/23 9:00 M65R40T4 PGA = 0.25g
M65R40T4 PGA = 0.25g
50% in 50 years(50/50 event) Terminated (Broken off)
SPDT No.2A 2/24 14:00 2/24 3:00 10% of M65R40T4 PGA
10% of M65R40T4 PGA
  Completed
(NCREE - NTU)
SPDT No.2B 2/24 14:00 2/24 3:00 10% of CHY024EW PGA
10% of CHY024NS PGA
  Completed
(NCREE - NTU)
SPDT No.3A 3/4 9 :00 3/4 20:00 10% of M65R40T4 PGA
10% of M65R40T4 PGA
  Completed
(CU - NTU)
SPDT No.3C 3/4 10:00 3/2 21:00 10% of M65R40T4 PGA
10% of M65R40T4 PGA
  Completed
(CU - NTU)
SPDT No.4A 3/6 22:30 3/6 9:30 M65R40T4 PGA = 0.025g
M65R40T4 PGA = 0.025g
  Completed
(CU one-site)
SPDT No.4B 3/6 23:30 3/6 10:30 CHY024EW PGA = 0.039g
CHY024NS PGA = 0.023g
  Completed
(CU one-site)
SPDT No.5A 3/8 20:00 3/8 7:00 M65R40T4 PGA = 0.25g
M65R40T4 PGA = 0.25g
50% in 50 years(50/50 event) Completed
(CU - NCREE - NTU)
SPDT No.5B 3/8 21:00 3/8 8:00 CHY024EW PGA = 0.39g
CHY024NS PGA = 0.23g
10% in 50 years(10/50 event) Completed
(CU - NCREE - NTU)
SPDT No.5C 3/9 20:00 3/9 7:00 M65R40T4 PGA = 0.74g
M65R40T4 PGA = 0.74g
2% in 50 years(2/50 event) Completed
(CU - NCREE - NTU)
SPDT No.5D 3/9 23:00 3/9 10:00 CHY024EW PGA = 0.39g
CHY024NS PGA = 0.23g
10% in 50 years(10/50 event) Completed
(CU - NCREE - NTU)
CYCL No.7A 3/10 18:00 3/10 5:00 Bi-lateral cyclic test Planned max drift ratio: 3% Completed at 1% *
CYCL No.7B 3/13 19:00   Uni-axial cyclic test Planned max drift ratio: 6% Completed at 5% **
CYCL No.7C     Cyclic test   Keep alive ***

* Reached the foundation strength at (+1%,-1%) of bi-lateral drift ratios.
** Reached the pier strength after 4.0% of drift ratio and completed at 5.0%.
*** Being planned for a coming NCREE-ELSA collaborativ experiment.
 


© 2006 National Center for Research on Earthquake Engineering