Abstract:
nvergence of active tectonic plates. There are, however, two bridges, Ponulele in Palu
and Wu-shi in Taiwan, reported to have collapsed due to an earthquake, thereby,
indicating the need to examine their reliability. It is, therefore, possible to conduct the
analysis through the use of the Pushover Analysis Method.
This research showed the comparation between ATC-40 and FEMA 356 of the
pushover and performance-based evaluation for the initial model that met the design
criteria and discovered to be reliable against earthquakes were followed by the analysis
of the test model which is a variation of the initial model with a cross-section of pillars
and piles and different reinforcement ratio. The main model which have 2,5 m pier
diameter and 1 m pile diameter was varied and named with code A-P1-TP1-1-3, A-P2-
TP1-2-3, A-P2-TP1-3-3, A-P1-TP2-2-2 and A-P1TP2-2-3.
The result showed that the main model was reliable to earthquake design load, with
ratio 1,25. The structural performance level based on ATC-40 was IO while FEMA 356
shows it was on Operation level. As compared to the one, model A-P1-TP1-1-3 showed
reliability of 10% less after pier reinforcement ratio is reduced. Model A-P2-TP1-2-3
and A-P2-TP1-3-3 showed reliability of 20% less after reducing the main model’s pier
diameter, while model A-P1-TP2-2-2 and AP1-TP2-2-3 showed its reliability increased
by 3% after adding the pile diameter. Nevertheless, the pier’s diameter and
reinforcement showed important result to bridge reliability under earthquake load more
than the pile’s. Plastic hinge mechanism of the models showed that the failure happened
on the pier at first. Based on ATC-40, the structural performance level of model which
had smaller pier diameter was DC, while others were on IO level. Based on FEMA-356,
all of the model performance level was IO
