Increasing the Displacement Ductility Factor of Spun Pile Using Concrete Infill
How to cite (IJASEIT) :
H. Kishida, T. Hanazato, and S. Nakai, “Damage of reinforced precast piles during the Miyagi-Ken-Oki earthquake of June 12, 1972”, Proceedings of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey, 1980, vol. 9.
H. Mizuno, M. Iiba, and T. Hirade, “Pile Damage during 1995 Hyougoken-Nanbu Earthquake in Japan”, Proceeding of Eleventh World Conference on Earthquake Engineering, 1996, Paper No. 977.
A. M. Budek, and M. J. N. Priestly, “Experimental Analysis of Flexural Hinging in Hollow Marine Prestressed Pile Shaft”, Coastal Engineering Journal, vol. 47, no. 1, pp. 1-20, 2005.
S. Banerjee, J. F. Stanton, and N. M. Hawkins, “Seismic Performance of Precast Prestressed Concrete Piles”. Journal of Structural Engineering, vol 113(2), pp. 381-396, 1987.
J. Hoshikuma, and M. J. N. Priestley, (2000). “Flexural Behavior of Circular Hollow Columns with a Single Layer of Reinforcement under Seismic Loading”. Final Research Report for Caltrans under Contract No. 59A0051.
J. b. Mander, M. J. N. Priestly, R. Park, “Observed Stress-Strain Behavior of Confined Concrete”, Journal of Structural Engineering, vol. 114(8), pp. 1827-1849, 1988.
M. C. Nigels, “Design of Prestressed Concrete Piles for Seismic Load Adds a New Dimension”, Piledriver, Q4, pp. 32-36, 2005.
M. Akiyama, S. Abe, N. Aoki, and M. Suzuki, “Flexural Test of Precast High-strength Reinforced Concrete Pile Prestressed with Unbonded Bars Arranged at the Center of the Cross-section”. Engineering Structures Journal, vol.34, pp. 259-270, 2012.
S. Ikeda, T. Tsubaki, and T. Yamaguchi, “Ductility improvement of prestressed concrete piles,” Transactions of the Japan Concrete Institute, vol. 4, pp. 531-538, 1982.
H. Muguruma, F. Watanabe, and M. Nishiyama, “Improving The flexural Ductility of Pretensioned High Strength Spun Concrete Piles by Lateral Conï¬ning of Concrete”, Proceedings of the Paciï¬c Conference on Earthquake Engineering, Wairakei, New Zealand, 1987, Vol. 1, pp. 385-396.
F. A. Zahn, R. Park, and M. J. N. Priestly, “ Flexural Strength and Ductility of Circular Hollow Reinforced Concrete Columns without Confinement on Inside Face”, ACI Structural Journal, no 87-S17, pp. 156-166, March-April 1990.
R. Tuladhar, H. Mutsuyoshi, T. Maki, and K. Daigo, “Lateral Loading Tests of Full Scaled Concrete Piles Embedded into the Ground”, Bulletin of Engineering Faculty Saitama University, no. 38, pp. 74-80, 2005.
N. Takase, M. Ikegame, S. Tanamura, A. Nishimura, and M. Kondou, “Seismic Design of Pile Foundation”, QR of RTRI, vol. 40 no.3, pp. 152-157, 1999.
N.M. Hawkins, and S.K. Ghosh, “Proposed Revisions to 1997 NEHRP Recommended Provisions for Seismic Regulations for Precast Concrete Structure”, PCI Journal, pp. 34-44, 2000.
Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary, ACI Committee 347.1, 2005.
C. Irawan, I. G. P. Raka, R. Djamaluddin, P. Suprobo, and Gambiro, “Ductility and Seismic Performance of Spun Pile under Constant Axial and Reverse Flexural Loading”, Proceeding of International Symposium on Concrete Technology, Makassar, Indonesia, 2017.
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