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A. Budek, M. Priestley (2005)
Experimental Analysis of Flexural Hinging in Hollow Marine Prestressed Pile ShaftsCoastal Engineering Journal, 47
H. Hu, J. Zhou, Y. Wang, Y. Yang, S. Li (2015)
Effect of deposition and annealing temperature on properties of ZAO/Cu/ZAO multilayersMaterials Research Innovations, 19
Shu Chan (1939)
Theory of reinforced concrete
(1987)
Seismic performance of precast concrete bridge piles
Jiabao Yan (2015)
Finite element analysis on steel–concrete–steel sandwich beamsMaterials and Structures, 48
Zhijian Yang, Wenjin Wang (2016)
Experimental and numerical investigation on the behaviour of prestressed high strength concrete pile-to-pile cap connectionsKSCE Journal of Civil Engineering, 20
(1996)
Pile damage during the 1995 Hyogoken-Nanbu earthquake in Japan
(2012)
Experimental study and discussion on the flexural capacity of prestressed high strength concrete supporting piles
He Jing-yu (2011)
Experimental study on flexural and shearing property of reinforced prestressed concrete pipe pile, 45
R. Park (1989)
Evaluation of ductility of structures and structural assemblages from laboratory testingBulletin of the New Zealand National Society for Earthquake Engineering, 22
Rui Li, B. Samali, Z. Tao, Kamrul Hassan (2017)
Cyclic behaviour of composite joints with reduced beam sectionsEngineering Structures, 136
T. Wang, W. Wang, H. Zhao, Z. Yang (2015)
Seismic performance of pre-stressed high-strength concrete pile reinforced with steel fibreMaterials Research Innovations, 19
T. Wang, Z. Yang, H. Zhao, W. Wang (2014)
Seismic performance of prestressed high strength concrete pilesMaterials Research Innovations, 18
K. Caballero-Morrison, J. Bonet, J. Navarro‐Gregori, J. Martí-Vargas (2012)
Behaviour of steel-fibre-reinforced normal-strength concrete slender columns under cyclic loadingEngineering Structures, 39
(1985)
Lateral load tests on prestressed piles
S. Banerjee, J. Stanton, N. Hawkins (1987)
Seismic Performance of Precast Prestressed Concrete PilesJournal of Structural Engineering-asce, 113
T. Nagae, S. Hayashi (2003)
Earthquake-Resistant Property of Prefabricated High-Strength Concrete Pile
Jiabao Yan, X. Qian, J. Liew, L. Zong (2016)
Damage plasticity based numerical analysis on steel–concrete–steel sandwich shells used in the Arctic offshore structureEngineering Structures, 117
J. Márquez-Prieto, I. Forbes (2014)
Evolution of phases in two-stage vacuum processed thin film Cu2ZnSnSe4 absorber layersMaterials Research Innovations, 18
P. Joen, R. Park (1990)
Simulated seismic load tests on prestressed concrete piles and pile-pile cap connectionsPci Journal, 35
M. Akiyama, S. Abe, N. Aoki, Motoyuki Suzuki (2012)
Flexural test of precast high-strength reinforced concrete pile prestressed with unbonded bars arranged at the center of the cross-sectionEngineering Structures, 34
(2012)
Flexural test of pre
(1987)
Improving the flexural ductility of pretensioned high strength spun concrete piles by lateral confining of concrete
In order to simulate the seismic behaviour of the prestressed high-strength concrete piles under working state, six full-scale prestressed high-strength concrete piles were tested under combined axial compression and cyclic horizontal loads. Different axial compression levels and prestressing levels of prestressed tendons were studied in this test programme. The failure mode, bending resistance, displacement ductility, stiffness degradation and energy dissipation of the prestressed high-strength concrete piles under different loading scenarios were measured and analysed. Test results indicated that the axial compression ratio and prestressing level of prestressed tendon significantly influenced the seismic performance of prestressed high-strength concrete piles. Theoretical models were developed to predict cracking, yielding and ultimate bending resistances of the prestressed high-strength concrete pile under combined compression and bending. Finite element model was also developed to simulate the ultimate strength behaviour of the prestressed high-strength concrete pile under combined compression and flexural bending. The accuracies of the theoretical and finite element model were checked through validations of their predictions against the reported test results.
Advances in Structural Engineering – SAGE
Published: Apr 1, 2019
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