FraMCoS 2 1995 Zurich, Switzerland

Simulation of 3-D Concrete-Frame Collapses Due to Dynamic Loading

The extended distinct-element method(EDEM) is used to construct models of multi-degrees-of-freedom systems for particles of concrete frames and to conduct a series of numerical simulations in which the particles collapsed due to seismic forces. When a concrete frame collapses, it…

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Year 1995
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Abstract

The extended distinct-element method(EDEM) is used to construct models of multi-degrees-of-freedom systems for particles of concrete frames and to conduct a series of numerical simulations in which the particles collapsed due to seismic forces. When a concrete frame collapses, it is reduced to a pile of debris. If the debris is rejoined to form the concrete frame, the original shape is restored; i.e., the frame prior to collapse is considered to be an assembled body of concrete debris. The EDEM is a method for analyzing discontinuous bodies, but here we report on an analysis which concrete debris is considered to contain the elements of a discontinuous body. convenience, we assumed that the particle shape in the debris is circular or spherical and that the parts are connected by springs that satisfy the Mohr- of the simulations are in good agreement Coulomb yield conditions. The results with records of damage done by past earthquakes.