Previous investigations have shown that both pile‒soil interactions and water‒pier
interactions have a significant effect on the seismic performance of bridge piers. However …

The construction of integral bridges is one of the most effective methods to reduce bridges'
construction and in-service costs. However, there are associated geotechnical problems …

Explicit dynamic calculations are required in various standards for bridges on high-speed
lines to ensure normative limits. This dynamic analysis is based on the resonance …

Integral bridges have been proposed as a jointless design alternative to the traditional
counterparts, possessing copious potential economic and structural advantages. However …

To investigate the influence of dynamic structure-soil-structure interaction (SSSI) on the
responses of two adjacent structures, shaking table tests were conducted on a series of …

This study focuses on the investigation of the factors that have limited, so far, the
development of a consistent design and assessment approach for integral bridges (IBs) …

Dynamic interaction between soil and structure group (SSGI) has received increasing
attention due to higher requirements for urban seismic hazard prevention in recent years …

Previous investigations have shown that water-pier interaction has a considerable effect on
the seismic response of bridge piers in deep water. However, most of those studies …

Most regional seismic damage assessment (RSDA) methods are based on the rigid-base
assumption to ensure evaluating efficiency, while these practices introduce factual errors …

The flexibility of the foundation system significantly affects the seismic and operational
performance of integral abutment bridges (IAB). The so-called pile isolation system can lead …