@inproceedings{b7a1c4218fd5419189cd7150428c0f31,
title = "Framework for the nonlinear dynamic simulation of the seismic response of infilled RC frames",
abstract = "This paper proposes a computationally efficient approach to simulate the seismic performance of masonry-infilled reinforced concrete (RC) frames. The proposed framework utilizes diagonal struts to simulate the effect of the masonry panels. The struts are calibrated once the anticipated failure mechanism has been identified and the backbone curve has been estimated using a set of recently developed analytical equations. The experimental results from the shake-table tests of a 2/3-scale, two-bay, three-story frame are used to validate the proposed methodology. The comparison with the experimental data indicates that the proposed framework can capture the basic features of the structural behavior including the initial and post-yield stiffness, as well as the peak and residual strength. Moreover, the comparison with the widely used guidelines in ASCE 41-06 indicates that the proposed methodology is considerably more accurate.",
author = "S. Bose and Tempestti, \{J. M.\} and A. Stavridis",
note = "Publisher Copyright: Copyright {\textcopyright} 2018 Earthquake Engineering Research Institute. All rights reserved.; 11th National Conference on Earthquake Engineering 2018: Integrating Science, Engineering, and Policy, NCEE 2018 ; Conference date: 25-06-2018 Through 29-06-2018",
year = "2018",
language = "English",
series = "11th National Conference on Earthquake Engineering 2018, NCEE 2018: Integrating Science, Engineering, and Policy",
publisher = "Earthquake Engineering Research Institute",
pages = "6573--6583",
booktitle = "11th National Conference on Earthquake Engineering 2018, NCEE 2018",
address = "United States",
}