Non-linear Responses of SDOF Systems Under PEER Ground Motions with Scale Factors

Published: 9 December 2024| Version 1 | DOI: 10.17632/2zn5b999kp.1
Contributors:
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Description

This database provides non-linear response (maximum displacement) of single degree of systems exposed to PEER ground motions with scale factors. In total, we consider 1,499 ground motions with scale factors of 1, 2, 3, 5, and 7. We generated corresponding the non-linear responses from the 5,892 building inventory using OpenSees.

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Institutions

  • University of Texas at Arlington

Categories

Structural Engineering, Earthquake Hazard, Earthquake Engineering, Structural Analysis

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