CYCLIC TEST RESULTS OF BEAM-TO-COLUMN CONNECTION USING SHN490 STEEL

So Yeong Kim; Kyung Jae Shin; Swoo Heon Lee; Sung Young Park; Da Som Chu

doi:10.14455/ISEC.res.2015.126

CYCLIC TEST RESULTS OF BEAM-TO-COLUMN CONNECTION USING SHN490 STEEL

So Yeong Kim
, Kyung Jae Shin
, Swoo Heon Lee
, Sung Young Park
, Da Som Chu

Kyungpook National University

Research output: Contribution to journal › Conference article › peer-review

Abstract

This experimental study was conducted to evaluate the seismic performance of beam-to-column 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-300₁₅₀ _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.

Original language	English
Pages (from-to)	363-368
Number of pages	6
Journal	Proceedings of International Structural Engineering and Construction
Volume	2
Issue number	1
DOIs	https://doi.org/10.14455/ISEC.res.2015.126
State	Published - 2015
Event	8th International Structural Engineering and Construction Conference, ISEC-08 2015 - Sydney [state] NSW, Australia Duration: 23 Nov 2015 → 28 Nov 2015

Keywords

Cyclic loading
seismic performance
SHN490
Steel moment connection

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10.14455/ISEC.res.2015.126

Cite this

@article{c38713889a47466e9b62c4fa4b1d7bc7,

title = "CYCLIC TEST RESULTS OF BEAM-TO-COLUMN CONNECTION USING SHN490 STEEL",

abstract = "This experimental study was conducted to evaluate the seismic performance of beam-to-column 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-300150 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: {\textcopyright} 2015 ISEC Press.; 8th International Structural Engineering and Construction Conference, ISEC-08 2015 ; Conference date: 23-11-2015 Through 28-11-2015",

year = "2015",

doi = "10.14455/ISEC.res.2015.126",

language = "English",

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pages = "363--368",

journal = "Proceedings of International Structural Engineering and Construction",

issn = "2644-108X",

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T1 - CYCLIC TEST RESULTS OF BEAM-TO-COLUMN CONNECTION USING SHN490 STEEL

AU - Kim, So Yeong

AU - Shin, Kyung Jae

AU - Lee, Swoo Heon

AU - Park, Sung Young

AU - Chu, Da Som

PY - 2015

Y1 - 2015

N2 - This experimental study was conducted to evaluate the seismic performance of beam-to-column 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-300150 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.

AB - This experimental study was conducted to evaluate the seismic performance of beam-to-column 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-300150 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.

KW - Cyclic loading

KW - seismic performance

KW - SHN490

KW - Steel moment connection

UR - https://www.scopus.com/pages/publications/105029973091

U2 - 10.14455/ISEC.res.2015.126

DO - 10.14455/ISEC.res.2015.126

M3 - Conference article

AN - SCOPUS:105029973091

SN - 2644-108X

VL - 2

SP - 363

EP - 368

JO - Proceedings of International Structural Engineering and Construction

JF - Proceedings of International Structural Engineering and Construction

IS - 1

T2 - 8th International Structural Engineering and Construction Conference, ISEC-08 2015

Y2 - 23 November 2015 through 28 November 2015

ER -

CYCLIC TEST RESULTS OF BEAM-TO-COLUMN CONNECTION USING SHN490 STEEL

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Keywords

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