Title of article :
Influence of Debris Impact on Progressive Collapse of a Steel Structure Building
Author/Authors :
Mohammadi, Majid Structural Engineering Research Center - International Institute of Earthquake Engineering and Seismology (IIEES) - Tehran, Iran , Nasirzadeh, Nima Ayandegan Collage of Tonekabon - Tonekabon, Iran , Kordbagh, Bahram Structural Engineering Research Center - International Institute of Earthquake Engineering and Seismology (IIEES) - Tehran, Iran
Abstract :
Progressive collapse is defined as the expansion of local failure which damages
the entire structure or a big part of it. The failure created is very widespread
compared with the initial event. The effect of debris, which is normally produced
during a progressive collapse, has not been studied yet sufficiently. Despite, it is very
important in the progressive collapse, based on experimental accidents. In this
paper, the response of a building structure is investigated to consider the influence
of separation of debris from one story and falling on the bottom floor. Nonlinear
dynamic analyses have been performed on a four-story, four-span steel frame. A
sensitivity analysis on the debris amount and its detachment time is carried out
by OpenSEES. The obtained results indicate that the greater amount of debris leads
to more intensive progressive collapse. In the case of detachment time, the most
damaging effect occurs if debris is separated at the same moment when the top
point of the removed column experiences its most vertical displacement. Debris
amplifies the maximum and residual displacement of the top point of the deleted
column up to 3.65 and 4 times, respectively. This shows that debris has a considerable
effect and cannot be ignored in progressive collapse analyses.
Keywords :
Moment-resisting frame , Collision , Debris , Progressive collapse
Journal title :
Journal of Seismology and Earthquake Engineering (JSEE)