The progressive collapse of reinforced concrete (RC) beam-column sub-assemblage under
catenary action (CA) using the alternate load path method to evaluate structures' robustness …

Maximizing spatial utilization within tall buildings stands as a paramount planning
consideration for ensuring project feasibility, particularly accentuated ins the context of hotel …

As buildings have to face more frequent and intense extreme events due to a changing
climate and rising geopolitical tensions, the need for more robust structures that are …

This study presents test and numerical investigations on the performance of tapered RAC-
filled high-strength double-skin steel tubular (RAC-FHDST) columns under coupled actions …

This study investigated the structural progressive collapse using finite element (FE) and
theoretical methods. Firstly, an FE model was established based on the component method …

A full-scale purposely built precast concrete building, designed to comply with robustness
requirements in current building codes, was subjected to two different scenarios of sudden …

To evaluate the progressive collapse resistance of precast concrete (PC) structures, various
test methods have been used in existing experimental studies. However, verification of …

Reinforced concrete (RC) piers are frequently used in bridges although vehicle-pier
collisions have increasingly highlighted their poor impact resistance. Specifically, RC …

Early identification of concrete cracks and multi-class detection can help to avoid future
deformation or collapse in concrete structures. Available traditional detection and …

Risks of bridge collapse were and continue to be real as evidenced by classical (eg Québec
Bridge, Canada 1919; Seongsu Bridge, South Korea 1994) and recent (eg Skagit River …