Assessment of resilience for engineered systems has drawn ample attention from the
engineering community in recent years. It has resulted in a significantly large body of …

Characterizing the effect of varying model parameters on the seismic performance of bridges
is a desirable assistance to retrofits of existing bridges and designs of new bridges …

Scour of pile group foundations is a common hazard for cross-river bridges and can produce
considerable damage to piles in earthquake-prone regions. The fragility-based performance …

This paper presents results of one‐g shake‐table tests on scoured pile‐group‐supported
bridge models in saturated (liquefiable) and dry (nonliquefiable) sands. The primary …

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 …

A series of seismic centrifuge tests were performed on an RC girder-type bridge with a 3× 3
pile-group foundation embedded in dry sand to investigate the seismic behavior under …

Monopile-supported offshore wind turbines (OWTs) deployed in seismic-active regions are
inevitably threatened by the combined effect of earthquake and scour. However, current …

Scouring of pile group foundations is a common phenomenon for cross-river bridges and
can produce significant damage in earthquake-prone regions. This study experimentally …

Multiple hazards, such as, earthquake, strong wind, snow, flood-induced scour, tsunami,
landslide, rain, blast, explosion, fire outbreak, etc. have caused extensive global …

One-g shake-table tests were conducted to characterize seismic demands and reveal failure
mechanisms of pile-supported bridges in liquefiable soils with crusts subjected to different …