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Exact(47)
Mass point analytical models were applied.
Both experimental investigation and analytical models were presented.
Analytical models were developed through modifying design code provisions.
Parameters for analytical models were established for cyclic stress strain and low-cycle fatigue life relationships.
Analytical models were generated for non-linear response time history analysis using computer software PRFORM-3D.
Analytical models were used to predict the shear resistance of the walls.
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Corresponding analytical models are provided.
Therefore, the analytical models are considered.
In Section 4, analytical models are presented.
The two typical analytical models are detail discussed as follows.
The analytical models are calibrated with test results.
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