Technical Papers
Feb 10, 2015

Cyclic Loading Test for Beam-Column Connections of Concrete-Filled U-Shaped Steel Beams and Concrete-Encased Steel Angle Columns

Publication: Journal of Structural Engineering
Volume 141, Issue 11

Abstract

Prefabricated steel–reinforced concrete angle columns and concrete-filled U-shaped steel beams were recently developed for efficient steel-concrete composite construction. In the present study, seismic details of TSC beam–PSRC column connections were developed, taking into consideration constructability and cost efficiency. A cyclic loading test was performed on the beam-column connections to investigate load-carrying capacity, deformation capacity, failure mode, and energy dissipation capacity. For the test parameters, the connection type (interior or exterior) and the depth of the TSC beams were considered. The test results showed that the deformation and energy dissipation capacities of the specimens satisfied the requirements for intermediate moment frames specified in the AISC standard. Further, the moment-carrying capacities predicted using plastic stress distribution were found to be in agreement with the test results. The joint shear capacities of the specimens were evaluated according to ASCE design guidelines.

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Acknowledgments

This research was financially supported by grants from the R&D Policy Infra Program (Code 11-Technology Standardization-09-01, Ministry of Land, Transportation and Maritime Affairs of Korea), the Small and Medium Business Administration in Korea (No. 00045821), the Integrated Research Institute for Construction and Environmental Engineering, Seoul National University Research Program (Ministry of Education and Human Resources Development), and the Basic Science Research Program through the National Research Foundation of Korea (No. 2012R1A1A1003282, Ministry of Education, Science, and Technology). The authors are grateful to the authorities for their support.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 141Issue 11November 2015

History

Received: Jun 5, 2014
Accepted: Dec 9, 2014
Published online: Feb 10, 2015
Discussion open until: Jul 10, 2015
Published in print: Nov 1, 2015

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Authors

Affiliations

Hyeon-Jong Hwang [email protected]
Assistant Professor, College of Civil Engineering, Hunan Univ., Yuelu Mountain, Changsha, Hunan 410082, China; formerly, Postdoctoral Researcher, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 599 Gwanak-ro, Seoul 151-744, Korea. E-mail: [email protected]
Tae-Sung Eom [email protected]
Assistant Professor, Dept. of Architectural Engineering, Dankook Univ., 152 Jukjeon-ro, Gyeonggi-do 448-701, Korea (corresponding author). E-mail: [email protected]
Hong-Gun Park, A.M.ASCE [email protected]
Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 599 Gwanak-ro, Seoul 151-744, Korea. E-mail: [email protected]
Seung-Hwan Lee [email protected]
President, SEN Coretech, Inc., 6 Beodeunaru-ro 19 gil, Yeongdeungpo-gu, Seoul 150-040, Korea. E-mail: [email protected]
Hyoung-Seop Kim [email protected]
P.E.
Deputy Manager, SEN Structural Engineers Co., Ltd, 121-74, Dangsan-dong 6-ga, Yeongdeungpo-gu, Seoul 150-808, Korea. E-mail: [email protected]

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