Influence of Masonry Infill on the Dynamic Characteristics of RC Frames on Slope, Part (II): Seismic Performance

Article Preview

Abstract:

Slope structure means a structure built on a slope in the mountainous region. The aim of this study is to study the influence of masonry infill on the seismic characteristics of RC frames on slope. First, the main results of the calibration analyses using the infill model introduced in the Part (I) of the paper are presented. Second, the performance of different reinforced concrete two bay-frames, bare and infilled, subjected to eight seismic motions were investigated. The results show that if the infill is built correctly in all storeys, it gives a significant contribution to the energy dissipation capacity by reducing the dissipation energy demands in frame elements and decreasing significantly the maximum displacements. Therefore the contribution of masonry is of great importance.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1489-1493

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] A. Parducci, M. Mezzi, Repeated horizontal displacements of infilled frames having different stiffness and connection systems – experimental analysis, in: Proceedings of the Seventh World Conference on Earthquake engineering, Istanbul, Turkey, (1980).

Google Scholar

[2] K. M. Mosalam, S. Park, M. S. Günay, Evaluation of an element removal algorithm for reinforced concrete structures using shake table experiments, in: Proceedings of the 2nd International Conference on Computational Methods in structural Dynamics and Earthquake Engineering (COMPDYN 2009), Island of Rhodes, Greece, June (2009).

Google Scholar