A nonmodel and output-only-based framework incorporating an Auto-Regressive model and
roof absolute acceleration response are hired in this study to compute a robust wavelet …

The structural behaviour of adjacent buildings during a structural pounding and the impact of
which has been a subject of discussion for many years and soil-structure interaction (SSI) …

This study investigates the seismic behavior of eccentrically braced frames (EBFs) taking
into account the influence of masonry infill walls using a nonmodel scenario-based machine …

This paper develops a nonmodel-based approach for seismic loss assessment of buildings
with eccentrically braced frames (EBFs). An extensive database is utilized to predict …

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

Soft-storey behavior is prevalent in steel braced frames designed and built following either
current or pre-modern seismic standards. Based on past research, various rehabilitation or …

In conventional eccentrically braced frames (EBFs), earthquake input energy is mainly
dissipated by plastic deformation of link beams. However, the plastic deformation of link …

To promote the seismic performance of reinforced concrete column-steel beam (RCS) frame,
eccentric braces were creatively introduced into it. An improved plastic design method …

This study proposes a shape memory alloy (SMA)-based damped outrigger system for
vibration control of tall timber buildings. In this study, the core of the structure is idealized as …

Yielding dampers are one of the structural systems which dissipate a portion of the seismic
force via premature yielding. The numerical and analytical methods were used in this study …