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Briefly, the instrumented Sawbones® cylinder was mounted in a swing arm attached to the torque motor of a servoelectric test frame (Model 800LE; Test Resources, Shakopee, MN, USA).
Fig. 5 The test frame F and AR tag T. a The test frame.
A parallel activity was performed to define the structural test configurations and structural test frame.
These are compared with the experimental hysteretic response of the test frame.
Similarity to real engineering structures is maintained in the fabrication of the test frame.
Open image in new window Fig. 3 Test frame in the foundation pit.
Open image in new window Fig. 2 Preparing of the steel test frame.
Table 5 shows the average CPU time for processing a test frame of the testing algorithms.
A steel test frame is properly defined in order to simulate the seismic effects at a generic building storey.
The models were validated with respect to stiffness and strength by comparing to the experimental test frame behavior.
Response simulations using a two-dimensional analytical model of the test frame are compared with the experimental results.
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