In this study,
residual displacement demands are investigated for SDOF systems with period
range of 0.1-3.0 s for near-field and far-field ground motions. The effects of
stiffness degradation and post yield stiffness ratio on residual displacements
are investigated. The modified-Clough model is used to represent structures
that exhibit significant stiffness degradation when subjected to reverse cyclic
loading. The elastoplastic model is used to represent non-degrading structures.
For inelastic time history analyses, Newmark’s step by step time integration method
was adapted in an in-house computer program. Based on time history analyses, a
new simple equation is proposed for residual displacement demand of a system as
a function of structural period (T), ductility (µ), strain hardening ratio (α)
and spectral displacement (Sd).
In
this study, residual displacement demands are investigated for SDOF systems
with period range of 0.1-3.0 s for near-field and far-field ground motions. The
effects of stiffness degradation and post yield stiffness ratio on residual
displacements are investigated. The modified-Clough model is used to represent
structures that exhibit significant stiffness degradation when subjected to
reverse cyclic loading. An elastoplastic model is used to represent
non-degrading structures. For inelastic time history analyses, Newmark’s step
by step time integration method was adapted in an in-house computer program. Based
on time history analyses, a new simple equation is proposed for residual
displacement demand of a system as a function of structural period (T),
ductility (µ), strain hardening ratio (α) and spectral displacement (Sd).
Primary Language | English |
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Subjects | Engineering |
Journal Section | Articles |
Authors | |
Publication Date | March 1, 2019 |
Submission Date | October 16, 2017 |
Published in Issue | Year 2019 Volume: 30 Issue: 2 |