Critical Steady-State Response of Single-Degree-of-Freedom Bilinear Hysteretic System under Multi Impulse as Substitute of Long-Duration Ground Motion
A set of multiple impulses is introduced as a substitute of many-cycle harmonic waves which represent the long-duration earthquake ground motion. A closed-form expression is derived of the elastic–plastic response of a single-degree-of-freedom structure with bilinear hysteresis under the “critical m...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Frontiers Media S.A.
2017-07-01
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Series: | Frontiers in Built Environment |
Subjects: | |
Online Access: | http://journal.frontiersin.org/article/10.3389/fbuil.2017.00041/full |