The seismic ductility spectra (SDS) method is a crucial tool to quickly evaluate the ductility
demand of bridge columns with varied constitutive models. However, conventional SDS …

This paper assesses the seismic fragility of single degree of freedom rocking structures
within a probabilistic framework. The focus is on slender rigid structures that exhibit negative …

Optimal tuned mass damper inerter (TMDI) systems in controlling displacement demands on
structures affected by pulse-like near fault ground motions is presented. Simplified …

A parameterized stochastic model of near‐fault ground motion in two orthogonal horizontal
directions is developed. The major characteristics of recorded near‐fault ground motions are …

This paper introduces a new design concept, the multi-tuned mass damper inerter (MTMDI),
and conducts a comparative study to evaluate its vibration control performance against the …

SUMMARY A methodology for the performance‐based seismic risk assessment of classical
columns is presented. Despite their apparent instability, classical columns are, in general …

This review presents an up-to-date account of research in multi-hazard assessment and
vibration control of engineering structures. A general discussion of the importance of multi …

The objective of this study is to determine the effects of near-fault ground motions with large,
medium and small pulse periods on a core-wall tall building. Three near-fault and one far …

Pulse‐like seismic records constitute a special category of ground motions, because they
are capable of causing significant damage to several structures. In this article, a new pulse …

Seismic response of a utility-scale land-based wind turbine to near-fault pulse-like ground
motions is presented in this study. The structural model corresponds to the 5-MW prototype …