E‐Defense, which is operated by the Japanese National Research Institute for Earth
Science and Disaster Resilience, currently contains the world's largest 3‐dimensional …

This paper proposes a computational approach for the collapse assessment of
concentrically braced frames (CBFs) subjected to earthquakes. Empirical formulations for …

This paper presents a hybrid deep learning methodology for seismic structural monitoring,
damage detection, and localization of instrumented buildings. The proposed methodology …

In the last years, the occurrence of natural hazards around the world has evinced the
necessity of having structural health monitoring schemes that can allow the continuous …

In the framework of the probabilistic seismic response assessment of buildings, a key aspect
is the evaluation of the influence of uncertainties on the mean annual frequency of …

Observations from past earthquakes demonstrated that buildings in high seismic regions
might be exposed to several aftershocks following the mainshock which can significantly …

The seismic response of steel chevron concentric bracings is significantly influenced by the
flexural behaviour of the brace-intercepted beam. The capacity design criteria provided by …

Conventional concentrically braced frames (CBFs) undergo many cycles of inelastic
deformation during seismic excitation. This inelastic deformation leads to the possibility that …

Braces in chevron braced frames inevitably suffer large cyclic deformation in the case of
severe earthquakes. In a chevron braced frame, one brace buckling and another brace …

Chevron concentrically braced frames (C-CBFs) are very popular lateral-resisting systems,
often opted for steel buildings due to their improved architectural functionality and reduced …