论文与专利 | 叶爱君教授课题组

These publications are provided to the academic community for use in teaching and research. All copyrights remain with the appropriate parties as listed in the publications themselves.

专著 Monograph

范立础，胡世德，叶爱君(著)，大跨度桥梁抗震设计[M]，人民交通出版社，北京，2001.

ISBN：7-114-03888-7

期刊论文 Journal Papers

英文 Scientific Citation Index

Yu Shang, Alice Alipour, and Aijun Ye*， Selection of Input Motion for Seismic Analysis of Scoured Pile-Supported Bridge with Simplified Models, Journal of Structural Engineering, 2018, 144(8): 04018099.

DOI: 10.1061/(ASCE) ST.1943-541X.0002067

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Blanco G., Ye A., Wang X.*, and Goicolea J. Parametric pushover analysis on elevated RC pile-cap foundations for bridges in cohesionless soils [J]. ASCE Journal of Bridge Engineering, 2019, 24(1): 04018104

DOI: 10.1061/ (ASCE)BE.1943-5592. 0001328

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He Z., Liu W., Wang X. and Ye A*.. Optimal force-based beam-column element size for reinforced concrete piles in bridges [J]. ASCE Journal of Bridge Engineering, 21(11): 06016006, 2016.

DOI: 10.1061/(ASCE)BE.1943-5592.0000926

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Wang X., Ye A.*., He Z. and Shang Y. Quasi-static cyclic testing of elevated RC pile-cap foundation for bridge structures [J]. ASCE Journal of Bridge Engineering, 21(2): 04015042, 2016.

DOI: 10.1061/(ASCE)BE.1943-5592.0000797

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Camara A., Astiz M. and Ye A. Fundamental mode estimation for modern cable-stayed bridges considering the tower flexibility[J]. ASCE Journal of Bridge Engineering, 19(6): 4014015, 2014.

DOI: 10.1061/(ASCE)BE.1943-5592.0000585

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Wang X., Shafieezadeh A., Ye A.（2018）. Optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefied and laterally spreading ground [J]. Bulletin of Earthquake Engineering, 16(1), 229-257.

DOI: 10.1007/s10518-017-0199-2

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Wang X, Ye A, Shafieezadeh A, Li J (2018) Shallow-layer p-y relationships for micropiles embedded in saturated medium dense sand using quasi-static test. Geotechnical Test Journal 41(1): 1-14.

DOI: 10.1520/GTJ20160289

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Wang X., Ye A., and Ji B. (2019). Fragility-based sensitivity analysis on the seismic performance of pile-group-supported bridges in liquefiable ground undergoing scour potentials. [J]Engineering Structures, 198: 109427.

DOI: 10.1016/j.engstruct.2018.10.073

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Zhou L.,Wang X.,Ye A*. (2019). Low cycle fatigue performance investigation of Transverse Steel Dampers for bridges under ground motion sequences using shake-table tests.[J] Engineering Structures, 196: 109328.

DOI: 10.1016/j.engstruct.2019.109328

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Zhou L.,Wang X.,Ye A*. Shake table test on transverse steel damper seismic system for long span
cable-stayed bridges[J]. Engineering Structures,179:106-119.2019.

DOI: 10.1016/j.engstruct.2019.109427

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Wang X., Fang J., Zhou L., and Ye A.* Transverse seismic failure mechanism and ductility of reinforced concrete pylon for long span cable-stayed bridges: Model test and numerical analysis [J]. Engineering Structures, 2019, 189: 206-221.

DOI: 10.1016/j.engstruct.2019.03.045

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Shen X., Wang X., Ye Q. and Ye A*. Seismic performances of Transverse Steel Damper seismic system for long span bridges [J]. Engineering Structures, 141: 14-28, 2017.

DOI: 10.1016/j.engstruct.2017.03.014

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Wang X., Ye A., Shang Y., and Zhou L. (2019). Shake-table investigation of scoured RC pile-group-supported bridges in liquefiable and nonliquefiable soils. [J]Earthquake Engineering & Structural Dynamics, 48(11): 1217-1237.

DOI: 10.1002/eqe.3186

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Wang X., Ji B., and Ye A. (2020). Seismic behavior of pile-group-supported bridges in liquefiable soils with crusts subjected to potential scour: Insights from shake-table tests[J]. Journal of Geotechnical and Geoenvironmental Engineering.

DOI: 10.1061/(ASCE)GT.1943-5606.0002250

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Wang X., Luo F., Su Z. and Ye A*. Efficient finite-element model for seismic response estimation of piles and soils in liquefied and laterally spreading ground considering shear localization [J]. ASCE International Journal of Geomechanics, 17(6): 06016039, 2017.

DOI: 10.1061/(ASCE)GM.1943-5622.000083

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Xu Y., Shang Y. and Ye A*.. Dynamic interaction between bridge pier and its large pile foundation considering earthquake and scour depths[J]. Advances in Structural Engineering, 19(9): 1390–1402, 2016.

DOI: 10.1177/1369433216642077

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Shen X., Camara A. and Ye A*.. Effects of seismic devices on transverse responses of piers in the Sutong Bridge [J]. Earthquake Engineering and Engineering Vibration, 14(4): 611-623, 2015.

DOI: 10.1007/s11803-015-0049-7

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Han Z., Ye A.* and Fan L. Effects of riverbed scour on seismic performance of high-rise pile cap foundation [J]. Earthquake Engineering and Engineering Vibration, 9(4): 533–543, 2010.

DOI: 10.1007/s11803-010-0035-z

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Soil Dynamics and Earthquake Engineering

Wang X., Ye A., Shafieezadeh A.*, and Padgett J. Fractional order optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft supported bridges in liquefiable and laterally spreading ground [J]. Soil Dynamics and Earthquake Engineering, 2019, 120: 301-315.

DOI: 10.1016/j.soildyn.2019.02.012

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Liu T., Wang X., and Ye A. (2020). Roles of pile-group and cap-rotation effects on seismic failure mechanisms of partially-embedded bridge foundations: Quasi-static tests [J]. Soil Dynamics and Earthquake Engineering,132: 106074.

DOI: 10.1016/j.soildyn.2020.106074

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Wang X., Shafieezadeh A., and Ye A.* Optimal EDPs for post-earthquake damage assessment of extended pile-shaft-supported bridges subjected to transverse spreading [J]. Earthquake Spectra, 2019,35(3): 1367-1396.

DOI: 10.1193/090417EQS171M

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