@article{ref1,
title="Identifying dynamic response of a twenty-story instrumented building to 2018 M7.1 Anchorage, Alaska earthquake and its aftershocks",
journal="Journal of earthquake engineering",
year="2022",
author="Wen, Weiping and Kalkan, Erol",
volume="26",
number="16",
pages="8670-8687",
abstract="The dynamic responses of an instrumented twenty-story steel-moment frame office building were identified with the data from mainshock (M 7.1) occurred on November 30, 2018 and its six aftershocks ranging from M4.2 to 5.7 in the Alaska-Aleutian subduction zone. The deconvolution-based seismic interferometry was used to identify the traveling waves and intrinsic-damping ratio in the building. The median shear-wave velocity is 179 m/s for the east-west (EW), 201 m/s for the north-south (NS), and 174 m/s for the torsional responses. The building's average intrinsic-damping ratio is estimated to be 4.4% and 3.7% for the EW and NS directions, respectively.<p /> <p>Language: en</p>",
language="en",
issn="1363-2469",
doi="10.1080/13632469.2021.1991860",
url="http://dx.doi.org/10.1080/13632469.2021.1991860"
}