@article{20070310363274 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {Behaviour and modelling of partial-strength beam-to-column composite joints for seismic applications},
journal = {Earthquake Engineering and Structural Dynamics},
author = {Braconi, A. and Salvatore, W. and Tremblay, R. and Bursi, O.S.},
volume = {36},
number = {1},
year = {2007},
pages = {142 - 161},
issn = {00988847},
abstract = {A refined component model is proposed to predict the inelastic monotonic response of exterior and interior beam-to-column joints for partial-strength composite steel-concrete moment-resisting frames. The joint typology is designed to exhibit ductile seismic response through plastic deformation developing simultaneously in the column web panel in shear, the bolted end-plate connection, the column flanges in bending and the steel reinforcing bars in tension. The model can handle the large inelastic deformations consistent with high ductility moment-resisting frames. Slip response between the concrete slab and the beams was taken into account. A fibre representation was adopted for the concrete slab to accurately capture the non-uniform stress distribution and progressive crushing of the concrete at the interface between the concrete slab and the column flange. The model is validated against results from full-scale subassemblages monotonic physical tests performed at the University of Pisa, Italy. A parametric study is presented to illustrate the capabilities of the model and the behaviour of the joints examined. Copyright © 2006 John Wiley & Sons, Ltd.},
key = {Joints (structural components)},
keywords = {Bending (deformation);Composite structures;Earthquake resistance;Plastic deformation;Stress concentration;Structural design;},
note = {Beam-to-column joints;Joint typology;Moment-resisting frames;},
URL = {http://dx.doi.org/10.1002/eqe.629},
}

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