Kwan W P, Billington L B. Unbonded posttensioned concrete bridge piers. II: Seismic analyses[J]. Journal of Bridge Engineering, ASCE, 2003, 8(2): 102-111.
[2]
Wang J C, Ou Y C, Chang K C, et al. Large-scale seismic tests of tall concrete bridge columns with precast segmental construction[J]. Earthquake Engineering and Structural Dynamics, 2008, 37(12): 1449-1465.
[3]
Ou Y C, Chiewanichakorn M, Aref A J, et al. Seismic performance of segmental precast unbounded posttensioned concrete bridge columns[J]. Journal of Structural Engineering, ASCE, 2007, 133(11): 1636-1647.
[4]
Sakai J, Mahin S A. Analytical investigations of new methods for reducing residual displacements of reinforced concrete bridge columns [R]. Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, 2004.
[5]
Lee W K, Billington S L. Modeling residual displacements of concrete bridge columns under earthquake loads using fiber elements[J]. Journal of Bridge Engineering, ASCE, 2010, 15(3): 240-249.
[6]
葛继平,王志强.干接缝节段拼装桥墩集中塑性铰模型的地震响应分析[J].工程力学,2010,27(8):185-190. GE Jiping, WANG Zhiqiang. Seismic performance studies of segmental bridge columns with match-cast dry joints using concentrated plastic hinge method[J]. Engineering Mechanics,2010,27(8): 185-190. (in Chinese)
[7]
Setzler E J, Sezen H. Model for the lateral behavior of reinforced concrete columns including shear deformation[J]. Earthquake Spectra, 2008, 24(2): 493-511.
[8]
Xu S Y, Zhang J. Hysteretic shear-flexure interaction model of reinforced concrete columns for seismic response assessment of bridges[J]. Earthquake Engineering and Structural Dynamics, 2010, 40(3): 315-337.
[9]
孙治国,王东升,李宏男,等.钢筋混凝土桥墩弯剪数值分析模型[J].计算力学学报,2013,30(2):249-254. SUN Zhiguo, WANG Dongsheng, LI Hongnan, et al. Flexural-shear analysis model for reinforced concrete bridge piers[J]. Chinese Journal of Computational Mechanics, 2013, 30(2): 249-254. (in Chinese)
[10]
Bentz E C, Vecchio F J, Collins M P. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements[J]. ACI Structural Journal, 2006, 103(4): 614-624.
[11]
Bentz E C. Sectional analysis of reinforced concrete members [D].Toronto: University of Toronto, 2000.
[12]
张明生.无黏结部分预应力钢筋混凝土桥墩抗震性能试验研究与模拟分析[D].大连:大连理工大学,2012. ZHANG Mingsheng. Study on seismic performance of unbonded partly prestressed reinforced concrete piers [D].Dalian: Dalian University of Technology, 2012. (in Chinese)
[13]
Mazzoni S, McKenna F, Scott M H, et al. Open system for earthquake engineering simulation (OpenSees): OpenSees command language manual [R]. Pacific Earthquake Engineering Research Center, University of Caliaornia, Berkeley, 2007.
[14]
Kent D C, Park R. Flexural members with confined concrete[J]. Journal of the Structural Division, 1971, 97(7): 1969-1990.
[15]
Zhao J, Sritharan S. Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures[J]. ACI Structural Journal, 2007, 104(2): 133-141.
[16]
Taucer F, Spacone E, Filippou F C. A fiber beam-column element for seismic response analysis of reinforced concrete structures [R]. Earthquake Engineering Research Center, University of California, 1991.
[17]
Elwood K J. Shake table tests and analytical studies on the gravity load collapse of reinforced concrete frames [D]. University of California, 2002.
[18]
Elwood K J. Modelling failures in existing reinforced concrete columns[J]. Canadian Journal of Civil Engineering, 2004, 31(5): 846-859.
[19]
Calderone A, Lehman D E, Moehle J P. Behavior of reinforced concrete bridge columns having varying aspect ratios and varying lengths of confinement [R]. Pacific Earthquake Engineering Research Center, University of California, 2001.
[20]
Lehman D E, Moehle J P. Seismic performance of well-confined concrete bridge columns [R]. Pacific Earthquake Engineering Research Center, University of California, 2000.
[21]
Viwathanatepa S, Popov E P, Bertero V V. Effects of generalized loadings on bond of reinforcing bars embedded in confined concrete blocks [R]. Earthquake Engineering Research Center, University of California, 1979.
[22]
CEB-FIP-Model-Code 1990. Design of concrete structures[S]. London: British Standard Institution, London, UK, 1993.
[23]
Fujino Y F, Hashimoto S, Abe M. Damage analysis of Hanshin expressway viaducts during 1995 Kobe earthquake. I: Residual inclination of reinforced concrete piers[J]. Journal of Bridge Engineering, ASCE, 2005, 10(1): 45-53.
[24]
Zatar W A, Mutsuyoshi H. Residual displacements of concrete bridge piers subjected to near field earthquakes[J]. ACI Structural Journal, 2002, 99(6): 740-749.
[25]
王志强,葛继平,魏红一.东海大桥预应力混凝土桥墩抗震性能分析[J].同济大学学报(自然科学版),2008,36(11):1462-1466,1500. WANG Zhiqiang, GE Jiping, WEI Hongyi.Seismic performance of prestressed concrete bridge column of East sea bridge[J]. Journal of Tongji University (Natural Science), 2008, 36(11): 1462-1466,1500. (in Chinese)
[26]
司炳君,张明生,孙治国,等.竖向配预应力钢筋混凝土桥墩抗震性能研究综述[J].世界地震工程,2012,28(3):120-125. SI Bingjun, ZHANG Mingsheng, SUN Zhiguo, et al. Review of studies on seismic behavior of prestressed reinforced concrete bridge piers[J]. World Earthquake Engineering, 2012, 28(3): 120-125. (in Chinese)
[27]
Palermo A, Pampanin S, Marriott D. Design, modeling, and experimental response of seismic resistant bridge piers with posttensioned dissipating connections[J]. Journal of Structural Engineering, ASCE, 2007, 133(11): 1648-1661.
[28]
Kwan W P, Billington S L. Unbonded posttensioned concrete bridge piers. I: Monotonic and cyclic analyses[J]. Journal of Bridge Engineering, ASCE, 2003, 8(2): 92-101.
