@inproceedings{d49b85cf2afb4f1f80d9a9c9c215edfb,
title = "Seismic intensity measure in consideration of nonlinear response of reinforced concrete columns",
abstract = "A seismic intensity measure considering the maximum input energy during the half of natural period of structure was proposed and its application to reinforced concrete bridge columns was shown in this paper. It was shown that the proposed intensity measure has better agreement with the peak nonlinear response displacement of reinforced concrete columns as compared with PGA, PGV, response acceleration at the fundamental natural period related to the yield stiffness and SI.",
author = "H. Matsuzaki and K. Kasahara and K. Nemoto and M. Suzuki",
year = "2015",
month = jan,
day = "1",
language = "English",
isbn = "9781138001206",
series = "Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014",
publisher = "CRC Press/Balkema",
pages = "1771--1778",
editor = "Mitsuyoshi Akiyama and Hitoshi Furuta and Frangopol, {Dan M.}",
booktitle = "Life-Cycle of Structural Systems",
note = "4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 ; Conference date: 16-11-2014 Through 19-11-2014",
}