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The displacement amplification factor is the structural response parameter most widely employed for evaluating the inelastic performance of structures.
Rankine's work on the stability of loose earth, for example, provided a better understanding of the principles of dam design and performance of structures.
Uncertainty plays an important role in the performance of structures.
According to seismic design codes, nonlinear performance of structures is considered during strong earthquakes.
This measure is very important in evaluating seismic performance of structures.
Intense velocity pulse motions can affect adversely the seismic performance of structures.
Base isolation (BI) is established as an effective control strategy for improving seismic performance of structures.
Difference in the seismic performance of structures is also one of the possible reasons of the damage.
In most cases, this is the first factor to consider in determining the performance of structures exposed to flows.
The RCAHEST can be used for examining the seismic performance of structures that have been previously designed.
The probability of failures of structures is widely used recently to evaluate the behavior and performance of structures.
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