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 Numerical model to simulate the non-linear shear behaviour of RC elements
Please use this identifier to cite or link to this item http://hdl.handle.net/10773/7768

title: Numerical model to simulate the non-linear shear behaviour of RC elements
authors: Varum, H.
Rodrigues, H.
Costa, A.
issue date: 2009
abstract: Seismic assessment of RC structures requires realistic and simple analytical models. In this paper is presented the model proposed and implemented in the program PORANL, to represent the RC buildings behaviour under severe earthquake loading. The response of RC elements to earthquake loads can be controlled by bending or shear behaviour, depending on the geometrical characteristics of the elements and on the reinforcement detailing. To represent the non-linear shear behaviour of RC elements, it was developed and implemented in the PORANL software a simplified model. In this paper is presented the proposed shear model and the results of its calibration based on tests on a full-scale building frame structure.
URI: http://hdl.handle.net/10773/7768
source: 12th International Scientific Conference on the Occasion of the 110th Anniversary of the Founding of the Faculty of Civil Engineering of Brno University of Technology
appears in collectionsCIVIL - Comunicações

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