Seismic performance of RC columns with short lap splice length

Chul Goo Kim; Hong Gun Park; Tae Sung Eom

Seismic performance of RC columns with short lap splice length

Chul Goo Kim, Hong Gun Park, Tae Sung Eom

Architectural and Urban Systems Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

In this study, reversed cyclic loading tests were conducted to evaluate the performance of reinforced concrete columns with short lap splice length at the plastic hinge zones. The test parameters include the length and the details (typical and full moment capacity splice) of lap splices and the ratio of shear span to section height (a/h = 3.0 and 6.0). Test results showed that the strength and ductility of columns were significantly varied depending on the lap splice details and lap splice length. Typical lap slice could not attain target flexural strength but deformation capacity; on the other hand, full moment capacity splice could not achieve sufficient deformation but target flexural strength. In addition, the aspect ratio also had significant impact on the performance of lap splices due to change of the bond demand in the splice zone.

Original language	English
Title of host publication	Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016
Editors	Koichi Maekawa, Jun Yamazaki, Akio Kasuga
Publisher	A.A. Balkema Publishers
Pages	763-770
Number of pages	8
ISBN (Electronic)	9784990914806
State	Published - 2016
Event	11th fib International PhD Symposium in Civil Engineering, FIB 2016 - Tokyo, Japan Duration: 29 Aug 2016 → 31 Aug 2016

Publication series

Name	Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016

Conference

Conference	11th fib International PhD Symposium in Civil Engineering, FIB 2016
Country/Territory	Japan
City	Tokyo
Period	29/08/16 → 31/08/16

Bibliographical note

Publisher Copyright:
© 2016, A.A. Balkema Publishers. All rights reserved.

Cite this

Kim, C. G., Park, H. G., & Eom, T. S. (2016). Seismic performance of RC columns with short lap splice length. In K. Maekawa, J. Yamazaki, & A. Kasuga (Eds.), Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016 (pp. 763-770). (Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016). A.A. Balkema Publishers.

Kim, Chul Goo ; Park, Hong Gun ; Eom, Tae Sung. / Seismic performance of RC columns with short lap splice length. Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016. editor / Koichi Maekawa ; Jun Yamazaki ; Akio Kasuga. A.A. Balkema Publishers, 2016. pp. 763-770 (Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016).

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title = "Seismic performance of RC columns with short lap splice length",

abstract = "In this study, reversed cyclic loading tests were conducted to evaluate the performance of reinforced concrete columns with short lap splice length at the plastic hinge zones. The test parameters include the length and the details (typical and full moment capacity splice) of lap splices and the ratio of shear span to section height (a/h = 3.0 and 6.0). Test results showed that the strength and ductility of columns were significantly varied depending on the lap splice details and lap splice length. Typical lap slice could not attain target flexural strength but deformation capacity; on the other hand, full moment capacity splice could not achieve sufficient deformation but target flexural strength. In addition, the aspect ratio also had significant impact on the performance of lap splices due to change of the bond demand in the splice zone.",

author = "Kim, {Chul Goo} and Park, {Hong Gun} and Eom, {Tae Sung}",

note = "Publisher Copyright: {\textcopyright} 2016, A.A. Balkema Publishers. All rights reserved.; 11th fib International PhD Symposium in Civil Engineering, FIB 2016 ; Conference date: 29-08-2016 Through 31-08-2016",

year = "2016",

language = "English",

series = "Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016",

publisher = "A.A. Balkema Publishers",

pages = "763--770",

editor = "Koichi Maekawa and Jun Yamazaki and Akio Kasuga",

booktitle = "Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016",

}

Kim, CG, Park, HG & Eom, TS 2016, Seismic performance of RC columns with short lap splice length. in K Maekawa, J Yamazaki & A Kasuga (eds), Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016. Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016, A.A. Balkema Publishers, pp. 763-770, 11th fib International PhD Symposium in Civil Engineering, FIB 2016, Tokyo, Japan, 29/08/16.

Seismic performance of RC columns with short lap splice length. / Kim, Chul Goo; Park, Hong Gun; Eom, Tae Sung.
Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016. ed. / Koichi Maekawa; Jun Yamazaki; Akio Kasuga. A.A. Balkema Publishers, 2016. p. 763-770 (Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

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AU - Kim, Chul Goo

AU - Park, Hong Gun

AU - Eom, Tae Sung

PY - 2016

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N2 - In this study, reversed cyclic loading tests were conducted to evaluate the performance of reinforced concrete columns with short lap splice length at the plastic hinge zones. The test parameters include the length and the details (typical and full moment capacity splice) of lap splices and the ratio of shear span to section height (a/h = 3.0 and 6.0). Test results showed that the strength and ductility of columns were significantly varied depending on the lap splice details and lap splice length. Typical lap slice could not attain target flexural strength but deformation capacity; on the other hand, full moment capacity splice could not achieve sufficient deformation but target flexural strength. In addition, the aspect ratio also had significant impact on the performance of lap splices due to change of the bond demand in the splice zone.

AB - In this study, reversed cyclic loading tests were conducted to evaluate the performance of reinforced concrete columns with short lap splice length at the plastic hinge zones. The test parameters include the length and the details (typical and full moment capacity splice) of lap splices and the ratio of shear span to section height (a/h = 3.0 and 6.0). Test results showed that the strength and ductility of columns were significantly varied depending on the lap splice details and lap splice length. Typical lap slice could not attain target flexural strength but deformation capacity; on the other hand, full moment capacity splice could not achieve sufficient deformation but target flexural strength. In addition, the aspect ratio also had significant impact on the performance of lap splices due to change of the bond demand in the splice zone.

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M3 - Conference contribution

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BT - Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016

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Seismic performance of RC columns with short lap splice length

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