In current composite floors, the strength of the deck connections restraining the profiled steel
decks to the floor beams or to the neighboring steel decks are much weaker compared with …

The behavior of steel frame buildings under progressive collapse conditions depends on a
combination of several parameters, including the interplay between different collapse …

This paper presents a comprehensive study on three-dimensional steel frame structures
subjected to progressive collapse, drawing insights from a full-scale steel frame substructure …

With the use of ductile stainless steel bolts and hot-rolled sections/plates as critical
connection components, the progressive collapse resistance of bolted beam-to-column …

In this paper, two typed steel beam-column connections (Welded Unreinforced Flange-
Bolted Web (WUFB) connection, Bolted Unstiffened End Plate (BUEP) connection) with and …

This paper examines the collapse performance of column-supported modular steel buildings
(CSMSB) under various column loss scenarios. It recognized the differences in collapse …

Determination of the CCD (critical collapse deformation) for frame structures is crucial to
calculate their final collapse resistance due to a column loss. This paper studies the CCD of …

To investigate the disparity in collapse performance between multi-story composite frames
with equal or unequal spans, experimental tests were statically conducted on two 1/3 scaled …

This paper focused on the behavior of steel–concrete composite beam (SCCB) to reinforced-
concrete (RC) column exterior joint with single plate shear (SPS) connection under …

This paper presents a numerical study on the collapse performance of 3-D MSB (modular
steel building) in four module-removal scenarios: removals of a single corner module, single …