Recently, there is an increasing interest to develop modular multi-storey structures that can
be adapted to any use like hospitals, schools, housing, etc, characterized by versatility and …

In this study, three two-third-scale assembled monolithic concrete spatial frame
substructures with three beams and four columns were tested to evaluate progressive …

This paper investigates the effect of the composite action on the seismic performance of
steel special moment frames (SMFs) through collapse. A rational approach is first proposed …

Abstract In this paper, five 1/4-scaled reinforced concrete (RC) substructural specimens
were tested under a middle-column-removal scenario to study the progressive collapse …

In practice, when building structures are subjected to local damage caused by extreme
loads, all stories above the failure column consequently deform and play a major role in the …

In this study, the effectiveness of masonry infill walls on steel frames with different beam-
column connections under progressive collapse was investigated through a parametric …

The multi-scale model which combined the fiber beam element with the fine element was
used to investigate the progressive collapse performance of steel beam to concrete-filled …

Corner-supported modular steel buildings (CMSBs) are mainly composed of repetitive room-
sized modules and inter-module connections. However, there is a lack of relevant …

Removal of a column member is a typical scenario of local failure that could trigger the
progressive collapse of a frame structure. Under such a situation, the behavior of the beam …

Rapid urbanization and population growth worldwide has stimulated the requirement of fast
and efficient construction techniques. An emerging trend in the construction industry focuses …