@inproceedings{e02bd417e6524b4aa5cd80521c803dfd,
title = "Cyclic test results of beam-to-column connection using SHN490 steel",
abstract = "This experimental study was conducted to evaluate the seismic performance of beamtocolumn connection of mid/low-rise building. Four specimens with beam-to-column connections of SHN490 steel were prepared depending on joint types: (1) web welded & flange welded; (2) web welded & flange bolted; (3) web bolted & flange welded; and (4) web bolted & flange bolted. All of beam-to-column specimen size were used H-300×150×6.5×9. Relatively less stiff connections were made by using seat or web angles. Cyclic loading was applied at the tip of beam following AISC 360 load protocol. Applied load vs. rotation relationship for different connection are shown. Two connection with flange welded were governed by the panel zone strength but two connection with flange bolted were governed by the failure of seat angle with large rotation.",
keywords = "Cyclic loading, Seismic performance, SHN490, Steel moment connection",
author = "Kim, {So Yeong} and Shin, {Kyung Jae} and Lee, {Swoo Heon} and Park, {Sung Young} and Chu, {Da Som}",
note = "Publisher Copyright: Copyright {\textcopyright} 2015 ISEC Press.; 8th International Structural Engineering and Construction Conference: Implementing Innovative Ideas in Structural Engineering and Project Management, ISEC 2015 ; Conference date: 23-11-2015 Through 28-11-2015",
year = "2015",
language = "English",
series = "ISEC 2015 - 8th International Structural Engineering and Construction Conference: Implementing Innovative Ideas in Structural Engineering and Project Management",
publisher = "ISEC Press",
pages = "363--368",
editor = "Zhang, {Yixia X.} and S. Yazdani and Amarjit Singh and Swapan Saha",
booktitle = "ISEC 2015 - 8th International Structural Engineering and Construction Conference",
address = "United States",
}