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Seismic Performance Of Bridge
Piers Subjected To Various Loading Patterns
(Phase Two)
See
the Paper on Experimental Part for 7NCEE
Four more large scale bridge piers were tested in the
USC
Structural Lab. during this phase of the research, under 4 different loading and
displacement patterns.
 | Preparations
 | Multi-Axis Loading Control System: |
The test setup equipment was the same as utilized
in the first phase. In order to test the specimens under different loading
conditions, a New Loading System was developed
so that any combination of axial load and lateral force or displacement was
possible. In the two last tests, the axial load was a non-proportionally
variable load, while the the specimen was displaced monotonically in the
lateral direction. The forces (through the home-made load cells) and
displacements (through the built-in LDTs) were utilized as the feedback used
in the control system and proper commands sent to the actuators to achieve a
predetermined force and displacement pattern in the two independent lateral
and axial directions. A detailed description of the system developed and
used in this testing phase can be found the "Operating
Manual" which I prepared for others who may want to employ the system.
 | Pre-Test Analytical Works: |
To have an estimate of the behavior of the specimens under
different loading patterns (required for a proper programming of the loading
system), some pre-test analytical works were necessary. No commercial or
educational software was available at the time to address the analytical needs
of the case, especially when a non-proportionally variable axial load and a
hysteretic lateral displacement was involved. So, I was forced to write my own
program, USC_RC,
which is a window based application capable of handling all the
analytical needs as described on its page and detailed in its help file.
Besides the aforesaid application, another small
application, named USC Viewer, was developed as a
tool for examining the response of a system in a two dimensional environment.
This application was derived from one of the features already
implemented as a part of USC_RC to view the hysteretic behavior of the
material.
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Test
Results:
Loading
conditions for the tests were as follows:
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Phase 1:
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Constant axial
load, with a displacement controlled cyclic quasi-static lateral force,
(Test One) |
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An axial load
proportional to the displacement controlled cyclic quasi-static lateral
force, simulating the actual loading of the columns, considering the
overturning moment, (Test Two) |
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Phase 2:
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A monotonic
displacement controlled lateral force with a constant axial load, (Test
Three) |
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A monotonic
displacement controlled lateral force without any axial load, (Test Four) |
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A monotonic
displacement controlled lateral force, with a non-proportionally variable
axial load, (Test Five) |
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Same as case
5, with a difference in the pattern of the axial load. (Test Six) |
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Some of the test
results in terms of pictures, curves, and comparison of analytical and
experimental results are summarized here.
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