Progressive Collapse Analysis of Buildings and Its Risk Estimation Using Key Element Index
Abstract
In case of emergency such as intense fire or collision of some objects to buildings,
there is a risk of progressive collapse; a phenomenon which occurred to the
World Trade Center (WTC) towers during the 9.11 terrorist attacks. The official
statements released by the Federal Emergency Management Agency (FEMA) in 2002,
and also by the National Institute of Standards and Technology (NIST) in 2005
and 2008, concluded that the details of the failure process after the decisive
initial trigger that sets the upper part in motion were very complicated and
their clarification would require large computer simulations. In this study, the collapse behaviors of steel
framed buildings are simulated using the Adaptively Shifted Integration (ASI) -
Gauss code to investigate the relation between a key element index, which indicates
the contribution of a structural column to the vertical capacity of the
structure, and the scale of progressive collapse. Collapse was initiated by
removing specific columns from the models designed based upon different axial
force ratios. Some patterns of removed columns, of which the locations were
restricted to a single floor, were investigated. The total potential energy
values of structural members after the collapse were used to estimate the collapse
scale of the buildings. By evaluating the numerical results using the key
element index, it was found that the larger the integrated value of key element
index the higher the risk of progressive collapse; however, some peculiar
tendencies were observed in the cases of removed columns with extremely
symmetrical or asymmetrical locations. The critical integrated values of key
element index to cause a large-scale progressive collapse tend to depend on the
strengths of buildings, and they cannot be uniquely decided. This is due to the
fact that the key element index is a parameter which does not relate to the
strength of the building itself, and it cannot be compared relatively between
buildings with different strengths. Therefore, the key element index may be
used to predict and compare the risks of progressive collapse, only in the same
building, but even when the locations of removed columns are variously assumed.