Chapter
Apr 26, 2012

Vulnerability of Flat Slab Structures

Publication: Structures Congress 2005: Metropolis and Beyond

Abstract

Flat slab structures are widespread all over the world and have a high rate of occupancy. Therefore, an investigation of their vulnerability is an important task because the collapse of such a building can lead to fatal consequences. One of the hazard scenarios which could end in a progressive collapse is column failure. Hence, the consequences of a column failure for the remaining structure are investigated, and the key parameters are identified with the aid of simple mechanical models. As a result the failure time of the column should be assumed to be chosen close to zero. Since linear elastic analyses do lead to bad results, a non-linear structural behavior should be considered. For the calculation of forces damping and strain-rate effects can be neglected. To determinate the maximum deformations of the remaining structure, however, those two parameters are worthwhile to be considered.

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Go to Structures Congress 2005
Structures Congress 2005: Metropolis and Beyond
Pages: 1 - 10

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Published online: Apr 26, 2012

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Ingo Müllers, Ph.D. [email protected]
Student, Institute of Structural Engineering IBK, Department of Civil, Environmental and Geomatics Engineering, Swiss Federal Institute of Technology Zurich ETH, Wolfgang-Pauli-Strasse 15, 8093 Zurich, Switzerland. E-mail: [email protected]
Thomas Vogel [email protected]
Professor, Institute of Structural Engineering IBK, Department of Civil, Environmental and Geomatics Engineering, Swiss Federal Institute of Technology Zurich ETH, Wolfgang-Pauli-Strasse 15, 8093 Zurich, Switzerland. E-mail: [email protected]

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