The paper addresses the application of effective tools for investigating structural integrity
under earthquake loading, namely experimental testing, computer analysis and field data …

The behavior of semirigid partial-strength connections has been investigated through either
experimental component testing or detailed three-dimensional (3D) finite-element (FE) …

The paper investigates the suitability of simplified building models to be used as advanced
screening tools for the seismic vulnerability assessment of older industrial steel buildings …

SUMMARY A hybrid numerical and experimental simulation to collapse was conducted on a
one‐half scale moment‐resisting frame building with two experimental substructures at …

This paper summarizes a case study of a 13-story welded steel moment frame (WSMF)
building affected by the 1994 Northridge earthquake. The building, which was instrumented …

The paper presents part of a study on the probabilistic seismic performance assessment of
an existing industrial facility featuring a steel structure as the main building. The building is …

The implementation of two series of hybrid simulations that aim to trace the system-level
seismic response of a four-story steel moment frame building structure through collapse is …

A study for the derivation of loading protocols for quasi-static cyclic testing of beam-to-
column sub-assemblies of steel buildings designed to modern seismic guidelines is …

This study presents the implementation of an online model updating algorithm within a full‐
scale hybrid simulation (HS) of a six story, four bay steel moment frame. The experimental …

Real-time hybrid simulation replicates structural responses under earthquakes through
integrating physical testing of experimental substructures and numerical modeling of …