Research for Hollow Reinforced Concrete Bridge Piers in Korea
Hollow section for bridge columns has some
advantages. However, current seismic design codes do not provide
design regulations for hollow bridge piers. There have been many
experimental studied for hollow reinforced concrete piers in the world.
But, Study for hollow section for bridge piers in Korea has been begun
with approximately 2000s. There has been conducted experimental
study for hollow piers of flexural controlled sections by Yeungnam
University, Sung kyunkwan University, Korea Expressway
Corporation in 2009. This study concluded that flexural controlled
sections for hollow piers showed the similar behavior to solid sections.
And there have been conducted experimental study for hollow piers of
compression controlled sections by Yeungnam University, Korea
Institute of Construction Technology in 2012. This study concluded
that compression controlled sections for hollow piers showed
compression fracture of concrete in inside wall face. Samsung
Construction & Trading Corporation has been conducted study with
Yeungnam University for reduce the quantity of reinforcement details
about hollow piers. Reduce the quantity of reinforcement details are
triangular cross tie. This study concluded that triangular reinforcement
details showed the similar behavior as compared with existing
reinforcement details.
[1] Whittaker D, Park R, Carr A. J. “Experimental tests on hollow circular
columns for use in offshore concrete platforms” In Pacific conference on
Earthquake, 1987
[2] Zahn F. A, Park R, Priestley M. J. N. “ Flexural strength and ductility of
circular hollow reinforced concrete columns without confinement on
internal face” ACI Structural Journal, 1990, 87(2), PP: 156-166
[3] Chung Y. S, Han C. H., Lee K. K., Lee D. H. “Ouqsi-static test for seismic
performance of circular hollow RC bridge pier” EESK Journal (in Korea)
3(2), 1999, PP: 45-53
[4] Hoshikuma J.-I., Priestley M. J. N. “ Flexural behavior of circular hollow
columns with a single layer of reinforcement under seismic loading”
Final research report for Caltrans, 2000, Contract No. 59A0051.
[5] Yeh Y.-K., Mo Y. L., Yang “Seismic performance of hollow circular
bridge piers” ACI structural Journal, 2001, 98(6), PP: 862-871
[6] Kim T. H., Lee J. H., Choi J. H., Shin H. M. “ Performance assessment of
hollow RC bridge column sections with reinforcement details for material
quantity reduction” Magazine of Concrete Research Vol. 65 Issue 21,
2013, PP: 1278-1292
[7] Kim T.H., Shin H. M., Lee J. H. “ Performance assessment of hollow RC
bridge columns with triangular reinforcement details” Magazine of
Concrete Research Vol. 66, Issue 16, 2014, PP: 809-824
[1] Whittaker D, Park R, Carr A. J. “Experimental tests on hollow circular
columns for use in offshore concrete platforms” In Pacific conference on
Earthquake, 1987
[2] Zahn F. A, Park R, Priestley M. J. N. “ Flexural strength and ductility of
circular hollow reinforced concrete columns without confinement on
internal face” ACI Structural Journal, 1990, 87(2), PP: 156-166
[3] Chung Y. S, Han C. H., Lee K. K., Lee D. H. “Ouqsi-static test for seismic
performance of circular hollow RC bridge pier” EESK Journal (in Korea)
3(2), 1999, PP: 45-53
[4] Hoshikuma J.-I., Priestley M. J. N. “ Flexural behavior of circular hollow
columns with a single layer of reinforcement under seismic loading”
Final research report for Caltrans, 2000, Contract No. 59A0051.
[5] Yeh Y.-K., Mo Y. L., Yang “Seismic performance of hollow circular
bridge piers” ACI structural Journal, 2001, 98(6), PP: 862-871
[6] Kim T. H., Lee J. H., Choi J. H., Shin H. M. “ Performance assessment of
hollow RC bridge column sections with reinforcement details for material
quantity reduction” Magazine of Concrete Research Vol. 65 Issue 21,
2013, PP: 1278-1292
[7] Kim T.H., Shin H. M., Lee J. H. “ Performance assessment of hollow RC
bridge columns with triangular reinforcement details” Magazine of
Concrete Research Vol. 66, Issue 16, 2014, PP: 809-824
@article{"International Journal of Architectural, Civil and Construction Sciences:70917", author = "Ho-Young Kim and Jae-Hoon Lee and Do-Kyu Hwang and Im-Jong Kwahk and Tae-Hoon Kim and Seung-Hoon Lee", title = "Research for Hollow Reinforced Concrete Bridge Piers in Korea", abstract = "Hollow section for bridge columns has some
advantages. However, current seismic design codes do not provide
design regulations for hollow bridge piers. There have been many
experimental studied for hollow reinforced concrete piers in the world.
But, Study for hollow section for bridge piers in Korea has been begun
with approximately 2000s. There has been conducted experimental
study for hollow piers of flexural controlled sections by Yeungnam
University, Sung kyunkwan University, Korea Expressway
Corporation in 2009. This study concluded that flexural controlled
sections for hollow piers showed the similar behavior to solid sections.
And there have been conducted experimental study for hollow piers of
compression controlled sections by Yeungnam University, Korea
Institute of Construction Technology in 2012. This study concluded
that compression controlled sections for hollow piers showed
compression fracture of concrete in inside wall face. Samsung
Construction & Trading Corporation has been conducted study with
Yeungnam University for reduce the quantity of reinforcement details
about hollow piers. Reduce the quantity of reinforcement details are
triangular cross tie. This study concluded that triangular reinforcement
details showed the similar behavior as compared with existing
reinforcement details.", keywords = "Hollow pier, flexural controlled section, compression
controlled section, reduce the quantity of reinforcement details.", volume = "9", number = "8", pages = "1094-8", }