中文版    |     ENGLISH    |     天津大学

巴振宁


姓名(中文/汉语拼音)

巴振宁 /Ba Zhenning


职称
教授
导师资格 博导、硕导
所在系、所 我院土木工程系
通讯地址 天津市津南区海河教育园区 天津大学北洋园校区 43楼C208,邮编:300350
电子信箱 bazhenning_001@163.com (字母和数字之间是下划线)
主要研究方向:

1. 地震动模拟理论及应用

2. 工程结构抗震方法及试验

3. 高速列车(地铁)运行环境振动评估及减隔振

4. 城市市政管网运行安全风险评估

5. 土-结构地震动力相互作用

主要学历:

2005.09-2008.06:天津大学土木工程系获博士学位

2003.09-2005.06:天津大学土木工程系获硕士学位

1999.09-2003.06:郑州工业大学土木工程系获学士学位


主要学术经历:

2017年7月-至今:天津大学我院-教授

2016年3月-2017年3月:美国南加州大学访问学者

2011年7月-2017年6月:天津大学我院-副教授

2008年7月-2011年6月:天津大学我院-讲师


主要讲授课程:

本科生课程:

《地下结构抗震》-学位课

《工程抗震原理》-学位课

研究生课程:

《工程地震学》-学位课

《地震工程学》-选修课


主要学术兼职:

滨海土木工程结构与安全教育部重点实验室骨干

中国地震局地震工程综合模拟与城乡抗震韧性重点实验室骨干

《工程抗震与加固改造》编委

EER、DPR期刊青年编委

中国土木工程学会防震减灾工程分会理事

全国地震专用计量测试技术委员会委员

中国地震学会地震工程专委会会员

中国地震学会强震动专委会委员

中国地震学会岩土工程防震减灾委员会委员

中国地震学会基础设施防震减灾青年委员会委员

中国土木工程学会土力学及岩土工程分会交通岩土工程专业委员会委员

《Soil Dynamic and Earthquake Engineering》、《International Journal of Solids and Structures》,

《Engineering Analysis with Boundary Elements》、《土木工程学报》、《地震工程与工程振动》、《岩土工程学报》和《振动与冲击》审稿专家


主要学术成就、奖励及荣誉:

天津大学第十五届研究生“我心目中的好导师”(2022)

天津大学“北洋青年学者计划”获得者(2019)

天津大学“北洋学者•青年骨干教师计划”获得者(2015)

2019年度天津市工程专业学位优秀指导教师

2020年度天津大学优秀硕士论文指导教师

2022年天津大学研究生教学成果奖

2005-2008年度Arbinda Mukhopadhyay奖,2010,获奖人:梁建文,巴振宁,颁发单位:印度地震学会

2021年天津市科技进步二等奖《轨道交通诱发场地振动高效预测方法及减振控制关键技术》(排名1/8)

2023年中国风景园林学会科技进步奖《中国古典园林遗产监测关键技术与应用示范》(排名3/15)


主要科研项目及角色:

国家重点研发计划子任务:多灾害及其耦合作用时空荷载场模型,2024-2026,项目负责人

国家重点研发计划子任务:跨发震断层场地动力反应数值模拟方法,2024-2026,项目负责人

国家自然科学基金项目:基于整体物理模型的三维沉积盆地近断层地震效应研究,2022-2025,项目负责人

国家自然科学基金项目:多地形地貌单元复合场地三维地震动模拟研究,2018-2021,项目负责人

国家自然科学基金项目:基于横观各向同性层状介质模型的复杂场地地震效应研究,2016-2019,项目负责人

国家自然科学基金项目:层状弹性及层状饱和场地中沉积谷地对地震波的三维散射,2010-2012,项目负责人

国家重点研发项目子课题:城市市政管网运行安全风险评估技术(任务四),2016-2020,项目负责人

天津市自然科学基金面上项目:基于运动学震源模型的大尺度三维复杂场地地震动模拟研究,2020-2022,项目负责人

天津市自然科学基金面上项目:饱和软土地区河道及古河道场地三维非线性地震效应研究,2016-2018,项目负责人

天津市应用基础及前沿技术研究计划青年基金项目:高速运行列车荷载作用下滨海饱和软土地基动力响应研究,2012-2015,项目负责人

中国地震局地震工程与工程振动重点实验室:饱和软土场地中沉积河谷2.5维非线性地震效应研究,2019-2021,项目负责人

高速铁路建造技术国家工程实验室:考虑高山峡谷场地效应的近断层铁路桥梁地震动输入研究,2021-2023,项目负责人

国家自然科学基金项目:三维层状场地中地铁隧道群对沿线地震动的影响及其地震观测研究,2010-2012,第一参与人

国家自然科学基金项目:流体饱和层状场地中三维沉积盆地对地震动的影响,2011-2013,第一参与人

天津市应用基础研究重点项目:天津市地铁地下结构抗震安全性评价关键技术研究,2012-2015,第一参与人

企业委托项目:软土地区时速120km快速轨道交通盾构隧道长期运营结构安全问题,项目负责

企业委托项目:嘉峪关木构城楼现状结构分析与状态评估研究,项目负责人

企业委托项目:蒸压砂加气保温板薄抹灰外墙外保温系统低周反复荷载试验研究与分析,项目负责人

企业委托项目:大型风机基础受力分析,项目负责人

企业委托项目:颐和园德和园大戏楼交通荷载振动监测研究,项目负责人

企业委托项目:雄安新区抗震设防情景构建技术研究,项目负责人

企业委托项目:新一代区划图技术方法的数值模拟,项目负责人

企业委托项目:针对天津市地质工程地质条件调查与研究,项目负责人


地方标准:《天津市快速轨道交通盾构隧道设计规程》(DBT 29-272-2019 ),主要参编人

CECS标准:《场地振动影响评估标准》(T/CECS 1342-2023),第二参编人

CECS标准:《城镇市政管道结构安全风险评估标准》(T/CECS 1120—2022),第三参编人


代表性论文 / 论著及检索情况:

  • 巴振宁, 梁建文, 吴孟桃,横观各向同性半空间波动理论及其在土木工程中的应用, 科学出版社, 2021

  • Liang JW, Zhang GL, Ba ZN, Seismic response analysis of high-rise frame-core tube building on fluid-saturated soil considering soil-pile-structure interaction, Journal of Building Engineering. 2023, 63: 105563.

  • Liang JW, Xu AQ, Ba ZN, Seismic response of ultra-large diameter shield tunnel in upper-soft and lower-hard site: Shaking table tests and numerical simulations, Soil Dynamics and Earthquake Engineering. 2023, 164: 107634.

  • Ba ZN, Liu Y, Liang JW, Near-fault broadband seismograms synthesis in a stratified transversely isotropic half-space using a semi-analytical frequency-wavenumber method, Engineering Analysis with Boundary Elements. 2023, 146: 1-16.

  • Ba ZN, Fu J, Zhu ZH, An end-to-end 3d seismic simulation of underground structures due to point dislocation source by using an FK-FEM hybrid approach, Frontiers of Structural and Civil Engineering. 2022: 1-15.

  • Ba ZN, Sang QZ, Liang JW, Seismic analysis of a lined tunnel in a multi-layered TI saturated half-space due to qP1-and qSV-waves, Tunnelling and Underground Space Technology. 2022, 119: 104248.

  • Wu MT, Ba ZN, Liang JW. A procedure for 3D simulation of seismic wave propagation considering source-path-site effects: Theory, verification and application, Earthquake Engineering & Structural Dynamics. 2022, 51(12): 2925-2955.

  • Ba ZN, Wu MT, Liang JW, A two-step approach combining FK with SE for simulating ground motion due to point dislocation sources, Soil Dynamics and Earthquake Engineering. 2022, 157: 107224.

  • Zhu ZH, Tang YJ, Ba ZN, Seismic analysis of high-speed railway irregular bridge–track system considering V-shaped canyon effect, Railway Engineering Science. 2022, 30(1): 57-70.

  • Ba ZN, Liu Y, Liang JW, The dynamic stiffness matrix method for seismograms synthesis for layered transversely isotropic half-space, Applied Mathematical Modelling. 2022, 104: 205-227.

  • Ba ZN, Fu JS, Wang FB, Effects of adjacent paleochannel sedimentary on the seismic response of structure with incident SH-wave, Engineering Analysis with Boundary Elements. 2022, 136: 55-63.

  • Ba ZN, Fu JS, Zhu ZH, An end-to-end 3d seismic simulation of underground structures due to point dislocation source by using an FK-FEM hybrid approach, Frontiers of Structural and Civil Engineering. 2022: 1-15.

  • Ba ZN, Fu JS, Wang FB, Three-dimensional dynamic response analysis of rigid foundation embedded in layered transversely isotropic half-space, Journal of Earthquake Engineering. 2022, 26(16): 8611-8628.

  • Zhu J, Liang JW, Ba ZN, Application of Biot’s Poroelasticity to Seismic Analysis of Subway Stations in a Saturated Poroelastic Half-space: Effects of Viscous Coupling, Journal of Earthquake Engineering. 2022, 26(7): 3747-3768.

  • Ba ZN, Fu JS, Liu Y, Lee VW, Wang Y, Scattering of elastic spherical P, SV, and SH waves by three-dimensional hill in a layered half-space, Soil Dynamics and Earthquake Engineering, 2021, 147: 106545.

  • Ba ZN, Fu JS, Liu Y, Wang Y, Elastic wave field simulation of a three-dimensional sedimentary basin for incident spherical P, SV, and SH waves, Engineering Analysis with Boundary Elements. 2021, 128: 203-215.

  • Ba ZN, Fu JS, Liang JW, Liang K, Wang MS, Risk Assessment Method of Drainage Network Operation Based on Fuzzy Comprehensive Evaluation Combined with Analytic Network Process, Journal of Pipeline Systems in Engineering and Practice. 2021, 12(2): 04021009.

  • Ba ZN, Sang QZ, Liang JW, Wu MT, HVSR analysis of a layered saturated half-space using diffuse-field theory, Geophysical Journal International. 2021, 226(1): 270-286.

  • Ba ZN, Sang QZ, Wu MT, Liang JW, The revised direct stiffness matrix method for seismogram synthesis due to dislocations: from crustal to geotechnical scale, Geophysical Journal International. 2021, 227(1): 717-734.

  • Ba ZN, Wang Y, Fu JS, Liang JW, Corrosion Risk Assessment Model of Gas Pipeline Based on Improved AHP and Its Engineering Application, Arabian Journal for Science and Engineering. 2021: 1-19.

  • Ba ZN, Yu ZY, Wang Y, A multi-domain IBEM for the wave scattering and diffraction of P-and SV-waves by complex local sites, Waves in Random and Complex Media. 2021, 31(4): 769-793, DOI: 10.1080/17455030.2019.1626028.

  • Liang JW, Wu MT, Ba ZN, Lee VW, Surface motion of a layered transversely isotropic half-space with a 3D arbitrary-shaped alluvial valley under qP-, qSV- and SH-waves, Soil Dynamics and Earthquake Engineering. 2021, 140: 106388

  • Liang J, Zhang G, Ba Z, Liang JL, Development of a 3D fluid-saturated element for dynamic analysis of two-phase media in ABAQUS based on uU formed equations, Computers and Geotechnics. 2021, 139: 104377.

  • Liang JW, Wang YG, *Ba ZN, Zhong H, Scattering of plane waves by a 3D canyon in a transversely isotropic fluid-saturated layered half-space, Soil Dynamics and Earthquake Engineering. 2021, 151: 106997.

  • Liang JW, Wu MT, *Ba ZN, Sang QZ, A reflection-transmission matrix method for time-history response analysis of a layered TI saturated site under obliquely incident seismic waves, Applied Mathematical Modelling. 2021, 97: 206-225.

  • Liang JW, Xu AQ, *Ba ZN, Chen RD, Zhang W, Liu MG, Shaking table test and numerical simulation on ultra-large diameter shield tunnel passing through soft-hard stratum, Soil Dynamics and Earthquake Engineering, 2021, 147: 106790.

  • Liang JW, Wang YG, *Ba ZN, Zhong H, A special indirect boundary element method for seismic response of a 3D canyon in a saturated layered half-space subjected to obliquely incident plane waves, Engineering Analysis with Boundary Elements. 2021, 132: 182-201.

  • Liang JW, Wu MT, *Ba ZN, Simulating elastic wave propagation in 3-D layered transversely isotropic half-space using a special IBEM: Hill topography as an example, Engineering Analysis with Boundary Elements. 2021, 124: 64-81.

  • Fu J, Liang JW, Ba ZN, Model errors caused by rigid-foundation assumption in soil-structure interaction: a comparison of responses of a soil-structure-flexible foundation system and a rigid foundation system, Bulletin of Earthquake Engineering. 2021, 19(1): 77-99.

  • Liang JW, Wu MT, Ba ZN, Lee VW, Surface motion of a layered transversely isotropic half-space with a 3D arbitrary-shaped alluvial valley under qP-, qSV- and SH-waves, Soil Dynamics and Earthquake Engineering. 2021, 140: 106388

  • Ba ZN, Wang Y, Liang JW, Vincent W Lee, Wave scattering of plane P, SV, and SH waves by a 3D alluvial basin in a multilayered half-space, Bulletin of the Seismological Society of America, 2020, 110(2): 576-595

  • Ba ZN, Wu MT, Liang JW, 3D dynamic responses of a multi-layered transversely isotropic saturated half-space under concentrated forces and pore pressure, Applied Mathematical Modelling, 2020, 80: 859-878

  • Ba ZN, Fu ZY, Liu ZX, Sang QZ, A 2.5D IBEM to investigate the 3D seismic response of 2D topographies in a multi-layered transversely isotropic half-space, Engineering Analysis with Boundary Elements, 2020, 113:382-401

  • Ba ZN, Sang QZ, Vincent W Lee, 2.5D scattering of obliquely incident seismic waves due to a canyon cut in a multi-layered TI saturated half-space, Soil Dynamics and Earthquake Engineering. 2020, 129: 105957

  • Liang JW, Wu MT, Ba ZN, Vincent W Lee. Transfer matrix solution to free-field response of a multi-layered transversely isotropic poroelastic half-plane, Soil Dynamics and Earthquake Engineering. 2020, 134: 106168

  • Ba ZN, An DH, Seismic response of a 3-D canyon in a multilayered TI half-space modelled by an indirect boundary integral equation method, Geophysical Journal International, 2019, 217: 1949-1973

  • Ba ZN, Liang JW, Lee VW, Sang QZ, Free-field response of a transversely isotropic saturated half-space subjected to incident plane qP1-and qSV-waves, Soil Dynamics and Earthquake Engineering, 2019, 125: 105-126

  • Ba ZN, Gao X, Lee VW, Scattering of plane P-and SV-waves by periodic topography: Modeled by a PIBEM, Engineering Analysis with Boundary Elements, 2019, 106: 320-333

  • Ba ZN, Sang QZ, Liang JW, 3D seismic response of a 2D hill-valley staggered topography modeled by a 2.5D multi-domain IBEM, Earthquake Science, 2019, 32: 125-142

  • Ba ZN, Wang Y, Liang JW, Liu XN, 3D dynamic responses of a 2D hill in a layered half-space subjected to obliquely incident plane P-, SV-and SH-waves, Engineering Analysis with Boundary Elements, 2019, 125: 129-145

  • Ba ZN, Liang JW, Lee VW, Gao YN,A semi-analytical method for vibrations of a layered transversely isotropic ground-track system due to moving train loads, Soil Dynamics and Earthquake Engineering, 2019, 121: 25-39

  • Ba ZN, Yu ZY, Wang Y, A multi-domain IBEM for the wave scattering and diffraction of P-and SV-waves by complex local sites, Waves in Random and Complex Media, 2019, 6: 1-25

  • Liang JW, Wu MT, Ba ZN, Three-dimensional dynamic Green’s functions for transversely isotropic saturated half-space subjected to buried loads, Engineering Analysis with Boundary Elements, 2019, 129: 129-145

  • Liang JW, Jin W, Ba ZN, A study on a coupled model of a SDOF oscillator moving along an Euler beam on a viscoelastic half-space with variable speed, Engineering Analysis with Boundary Elements, 2019, 105: 221-230

  • Zhu J, Liang JW, Ba ZN, A 2.5 D equivalent linear model for longitudinal seismic analysis of tunnels in water-saturated poroelastic half-space, Computers and Geotechnics, 2019, 109: 166-188

  • Fu J, Liang JW, Ba ZN, Non-singular boundary element method on impedances of three-dimensional rectangular foundations, Engineering Analysis with Boundary Elements, 2019, 99: 100-110

  • Ba ZN, Liang JW, Lee VW, Kang ZQ. Dynamic impedance functions for a rigid strip footing resting on a multi-layered transversely isotropic saturated half-space, Engineering Analysis with Boundary Elements, 2018, 86: 31-44

  • Ba ZN, Liang JW, Lee VW, Hu LM. IBEM for Impedance Functions of an Embedded Strip Foundation in a Multi-layered Transversely Isotropic half-space, Journal of Earthquake engineering, 2018, 22(8):1415-1446

  • Ba ZN, Kang ZQ, Liang JW. In-plane dynamic Green’s functions for inclined and uniformly distributed loads in a multi-layered transversely isotropic half-space, Earthquake Engineering and Engineering Vibration, 2018, 17(2): 293-309

  • Ba ZN, Liang JW, Lee VW, Kang ZQ. Dynamic impedance functions for a rigid strip footing resting on a multi-layered transversely isotropic saturated half-space, Engineering Analysis with Boundary Elements, 2017, 80: 1-14 (SCI)

  • Ba ZN, Kang ZQ, Lee VW. Plane Strain Dynamic Responses of a Multi-layered Transversely Isotropic Saturated Half-space, international journal of engineering science, 2017, 119: 55-77

  • Ba ZN, Gao X, Soil-structure interaction in transversely isotropic layered media subjected to incident plane SH waves, Shock and Vibration, 2017, (2): 1-13 (SCI)

  • Ba ZN, Lee VW, Liang JW, Yan Y. Dynamic 2.5D Green’s functions for moving distributed loads acting on an inclined line in a multi-layered TI half-space, Soil Dynamics and Earthquake Engineering, 2017, 99: 172-188 (SCI)

  • Ba ZN, Liang JW. Fundamental solutions of a multi-layered transversely isotropic saturated half-space subjected to moving point forces and pore pressure, Engineering Analysis with Boundary Elements, 2017, 76: 40-58 (SCI)

  • Ba ZN, Lee VW, Liang JW, Yan Y., Scattering of plane qP- and qSV-waves by a canyon in a multi-layered transversely isotropic half-space, Soil Dynamics and Earthquake Engineering, 2017, 98: 120-140 (SCI)

  • Ba ZN, Kang ZQ, Liang JW., Dynamic Green’s functions for uniformly distributed loads acting on an inclined line in a multi-layered transversely isotropic half-space, earthquake engineering and engineering vibration, (SCI)

  • Ba ZN, Liang JW. Lee VW., 3D dynamic response of a multi-layered transversely isotropic half-space subjected to a moving point load along a horizontal straight line with constant speed, international journal of solids and structures, 2016, 100: 427-445 (SCI)

  • Ba ZN,Liang JW, Lee VW, Hu LM. IBEM for Impedance Functions of an Embedded Strip Foundation in a Multi-layered Transversely Isotropic half-space, Journal of Earthquake engineering SCI

  • Ba ZN, Liang JW, Zhang YJ. Diffraction of SH-waves by topographic features in a layered transversely isotropic half-space, Earthquake engineering and engineering vibration, 2017, 16: 11-22 SCI

  • Ba ZN, Liang JW. Dynamic response analysis of periodic alluvial valleys under incident plane SH-waves, Journal of Earthquake engineering, 2017, 21: 531-550SCI

  • Ba ZN, Liang JW, Lee VW. Wave propagation of buried spherical SH-, P1-, P2- and SV-waves in a layered poroelastic half-space, Soil Dynamics and Earthquake Engineering,2016,88: 237-255 (SCI)

  • Ba ZN, Yin X. Wave scattering of complex local site in a layered half-space by using a multidomain IBEM: incident plane SH waves, Geophys. J. Int., 2016, 205: 1382-1405 (SCI)

  • Ba ZN, Liang JW, Zhang YJ. Scattering and diffraction of plane SH-waves by periodically distributed canyons, Earthquake engineering and engineering vibration, 2016, 15(2): 325-339 (SCI)

  • Ba ZN, Wang JY, Liang JW, Reduction of train-induced vibrations by using a trench in a layered half-space,Journal of Vibroengineering,2016, 18: 1742-1764 (SCI)

  • Ba ZN, Liang JW. 3-D scattering of obliquely incident Rayleigh waves by a saturated alluvial valley in a layered half-space, Journal of Vibroengineering,2015, 17: 4057-4647 SCI

  • Ba ZN, Liang JW. 2.5D Scattering of Incident Plane SV Waves by a Canyon in Layered Half-SpaceEarthquake engineering and engineering vibration, 2010, 9: 587-595SCI

  • Liang JWBa ZNLee V W. Diffraction of plane SV waves by a shallow circular-arc canyon in a saturated poroelastic half-space. Soil Dynamics and Earthquake Engineering, 2006,26:582-610 (SCI检索)

  • 巴振宁, 鲁世斌, 付继赛, 梁建文, 芦燕, 基于FK-FE混合方法的位错点源作用下全过程结构地震反应模拟, 工程力学.

  • 巴振宁, 慕少聪, 赵靖轩, 梁建文, 基于动力学震源模型的三维沉积盆地直下型断层地震动模拟, 震灾防御技术. 2022, 17(03):431-441.

  • 巴振宁, 刘世朋, 吴孟桃, 梁建文, 管桩屏障在柱面波源下近场隔振效应的解析求解, 工程力学. 2022, 39(08):138-148+184.

  • 巴振宁, 赵靖轩, 梁建文, 张郁山, 张玉洁, 基于有限断层震源模型的北京地区强地震动模拟——以1679年三河—平谷8级地震为例, 地震研究. 2022, 45(03):479-488.

  • 巴振宁, 符瞻远, 焦鹏, 张龙, 俞春荣, 许德臣, 张翔, 嘉峪关木构城楼动力特性试验研究及分析.工程抗震与加固改造,2022,44(03):88-96.

  • 巴振宁, 刘悦, 赵靖轩, 张郁山, 梁建文, 2021年漾濞6.4级近断层宽频地震动模拟:一种改进的FK方法, 岩土工程学报

  • 巴振宁, 赵靖轩, 吴孟桃, 梁建文, 基于CPU-GPU异构并行的复杂场地近断层地震动谱元法模拟, 地震学报. 2022, 44(01):182-193.

  • 梁建文, 吴孟桃, 巴振宁, 频率波数域内地壳层半空间剪切位错源宽频地震波传播模拟, 岩石力学与工程学报, 2021: 1-16

  • 巴振宁, 刘博佳, 付继赛, 排桩对柱面SH波散射问题研究:解析求解,吉林大学学报(地球科学版), 2021, 05: 1306-1315

  • 梁建文, 吴孟桃, 巴振宁, 流体饱和半空间二维地形三分量弹性波散射间接边界元模拟,地球物理学报, 2021, 08: 2766-2779

  • 巴振宁, 赵靖轩, 吴孟桃, 梁建文, 塔拉, 基于逆断层动力学模型的三维山体地震动谱元法模拟, 地震工程与工程振动, 2021, 03: 32-42

  • 巴振宁, 王智恺, 梁建文, 韩亚鑫, 王鸣铄, 苏州工业园区燃气管网腐蚀风险评估, 油气储运, 2021, 07: 828-833+840

  • 张季, 谭灿星, 叶国涛, 巴振宁, 梁建文, SV波超临界角斜入射时层状地基地震动输入在ABAQUS中的实现, 工程力学, 2021, 04: 200-210

  • 巴振宁, 高愈辉, 梁建文, 田巧焕, 天津软土地区地铁运营沿线地面振动响应实测与建模分析, 噪声与振动控制, 2021, 01: 160-167

  • 刘彬, 荣棉水, 孙伟家, 黄建平, 巴振宁, 非均匀介质全局广义R/T递推传播矩阵法二维SH地震波模拟研究, 地球物理学报, 2021, 02: 525-536

  • 巴振宁, 匡田, 梁建文, 王智恺, 城市排水管网风险评估研究, 市政技术, 2021, 01: 90-93

  • 巴振宁, 刘世朋, 吴孟桃, 梁建文, 饱和土中周期排列管桩对平面SV波隔振的解析求解, 岩土力学, 2021, 03: 627-637

  • 巴振宁, 王莹, 梁建文, 层状半空间中多层沉积谷地时域地震响应分析, 振动与冲击,20201878-88

  • 巴振宁,焦鹏,梁建文,刘刚,高愈辉,高速列车引起站台振动的实测与分析,天津大学学报,2020121211-1217

  • 巴振宁,焦鹏,张龙,刘冰松,张翔,嘉峪关光化楼残损变形现状及抗震性能分析,震灾防御技术,20202293-304

  • 巴振宁,焦鹏,刘冰松,张翔,嘉峪关光化楼砖墙结构对抗震性能的影响,地震研究,20203500-507

  • 巴振宁, 吴孟桃, 梁建文, 喻志颖. 高山-峡谷复合地形对入射平面P-SV 波的散射,应用数学与力学,2020, 41(7): 695-712

  • 巴振宁, 王莹, 梁建文. 层状半空间中多层沉积谷地时域地震响应分析, 振动与冲击, 2020,39 (18): 78-88

  • 巴振宁, 高旭, 梁建文. 周期分布不规则体对弹性波的二维散射, 振动与冲击, 2020, 39(14): 201-213

  • 巴振宁, 刘世朋, 吴孟桃, 梁建文. 周期分布群桩屏障对平面弹性波隔振效应的解析求解, 岩石力学与工程学报, 2020, 39(7): 1468-1482

  • 巴振宁, 刘世朋, 吴孟桃, 梁建文. 周期分布桩体对平面SH波隔振效应的解析求解, 岩土力学, 2020,41(9): 2861-2868

  • 巴振宁, 张家玮, 梁建文, 吴孟桃. 地震波斜入射下层状TI饱和场地地震反应分析,工程力学, 2020, 37(5): 166-177

  • 巴振宁, 安东辉, 梁建文, 高旭. 横观各向同性场地中埋置衬砌隧道对qP波的散射,地震工程学报, 2020, 42(4):948-954

  • 陆文斌, 巴振宁, 刘冰松, 王智恺. 滨海软土中爆炸冲击对盾构隧道的影响研究,防灾减灾工程学报, 2020, 40(1): 125-131

  • 李家飞, 梁建文, 巴振宁, 张久麒, 朱昱瞳, 张萍. 天津Z2线工程软土场地震陷分析,防灾减灾工程学报, 2020, 40(1): 116-124

  • 张月辉, 巴振宁, 刘冰松, 王智恺. 滨海软土中爆炸冲击传播规律的数值模拟,地下空间与工程学报, 2020, 15(S2): 959-965

  • 梁建文, 吴泽群, 辛钰, 巴振宁. 断层错动下盾构隧道抗震措施研究,地震工程与工程振动, 2020, 40(1): 1-11

  • 梁建文, 朱昱曈, 赵华, 巴振宁. 盾构隧道抗震分析的整体强制反应位移法适用性研究,地震工程与工程振动, 2020, 40(3): 1-10

  • 张梁, 朱海涛, 梁建文, 巴振宁. 基于黏弹性边界的P波斜入射波场分解方法精度比较,地震工程与工程振动, 2020, 40(2): 177-186

  • 巴振宁,周旭,梁建文,横观各向同性凸起地形对平面qP-qSV波的散射,岩土力学,2019,401):379-381

  • 巴振宁,吴孟桃,梁建文,坡体几何参数与弹性模量对岩质斜坡地震动力响应的影响:IBEM,岩石力学与工程学报,2019388):1578-1592

  • 梁建文,吴孟桃,巴振宁,软硬交互横向不均匀场地地震反应分析,岩土工程学报,2019, 41(9):1599-1608

  • 马晓磊,巴振宁,高愈辉,田巧焕,滨海软土地区地铁运营对沿线建筑物振动影响分析,岩土工程学报,2019,49S2):177-180

  • 刘一文,巴振宁,高愈辉,田巧焕,天津Z2线地铁运营对沿线地面振动的影响分析,岩土工程学报,2019,49S1):193-196

  • 巴振宁, 赵靖轩, 梁建文. 温度和基坑开挖耦合作用下埋地管道变形规律研究,市政技术, 2020, 2(38): 227-231

  • 张嵩, 巴振宁, 赵靖轩. 大直径盾构隧道复合泡沫铝保护层抗爆性能研究,市政技术, 2020, 3: 1-11

  • 梁建文, 高美娇, 巴振宁. 寒潮期市政埋地供水管道应力分析,安全与环境学报, 2019, 2: 436-443

  • 巴振宁, 刘冰松, 焦鹏, 高商. 嘉峪关木构城楼模态分析研究,建筑结构, 2019, 49(S2): 362-366

  • 巴振宁, 张恩玮, 梁建文, 吴孟桃. 横观各向同性饱和沉积谷地对平面qP1波的散射,地震研究, 2019, 42(4): 474-482

  • 巴振宁,刘冰松,张龙,秦雷,高玺,环境振动下德和园大戏楼动力响应分析,建筑结构,2018,48S1):414-420

  • 巴振宁,王智恺,梁建文,温度和不均匀沉降耦合作用下埋地管道力学性能,油气储运,20183710):1097-1103

  • 巴振宁,韩亚鑫,梁建文,基于改进AHP和模糊综合评价法的燃气管道腐蚀风险评价,安全与环境学报,2018,186):2103-2109

  • 巴振宁,喻志颖,梁建文,山岭隧洞在平面P-SV波入射下的地震动力响应,地震工程与工程振动,2018385):50-58

  • 巴振宁,安东辉,梁建文,场地动力特性对衬砌隧道地震反应的影响,防灾减灾学报,2018386):918-926

  • 巴振宁,喻志颖,梁建文,横观各向同性沉积谷地对平面qPqSV波的放大作用,地球物理学进展,2018,336):2193-2203

  • 巴振宁,彭琳,梁建文,任意多个凸起地形对平面P波的散射,工程力学,2018,357):7-23

  • 巴振宁,陈昊维,梁建文,任意多个沉积谷地对平面SV波的散射,振动与冲击,2018375):98-107

  • 巴振宁、彭琳、梁建文、黄棣旸,任意多个凸起地形对平面P波的散射,工程力学,201835 (7)7-17

  • 巴振宁,黄棣旸,梁建文,层状半空间中周期分布凸起地形对平面SH波的散射,地球物理学报,2017603):1039-1052 (SCI)

  • 巴振宁,梁建文,张艳菊,三维层状黏弹性半空间中球面SHPSV波源自由场,地球物理学报,2016592):606-623SCI

  • 巴振宁,印枭,梁建文,沉积层序对谷地场地地震反应的影响-SH波入射,土木工程学报,2017501):91-103

  • 巴振宁,胡黎明,梁建文,层状横观各向同性地基上明置条形基础平面内动力刚度系数,土木工程学报, 2017, 57 (9): 67-81

  • 巴振宁,梁建文,王靖雅,空沟对层状饱和地基中列车移动荷载的隔振性能研究,岩土工程学报,2017395):301-311

  • 巴振宁,梁建文,胡黎明,层状横观各向同性地基中埋置刚性基础的平面外动力刚度系数,岩土工程学报,2017392):343-351

  • 巴振宁,梁建文,流体饱和半空间中埋置球面P1P2SV波源动力格林函数,工程力学,2016534-43 EI

  • 巴振宁,王靖雅,梁建文,层状地基中隔振沟对移动列车荷载隔振研究-2.5IBEM方法,振动工程学报,2016295):860-873

  • 巴振宁,严洋,梁建文,张艳菊,基于TI介质模型的凸起地形对平面SH波的放大作用,工程力学, 2017, 4(8): 10-24

  • 巴振宁,张艳菊,梁建文,基于TI介质模型的沉积谷地对平面SH波的放大效应,振动工程学报,2016294):666-678

  • 巴振宁,冯领香,梁建文,无破碎带断层场地对SH波的散射,地震工程学报,2016374):1-8

  • 巴振宁,金威,梁建文,移动简谐荷载作用下层状地基-轨道耦合系统动力响应分析,振动与冲击,20162565-74

  • 巴振宁,梁建文,Rayleigh波斜入射下层状场地中凸起地形的三维响应分析,中国科学:技术科学,2015451),874-888

  • 巴振宁,梁建文,金威,高速移动列车荷载作用下层状饱和地基-轨道耦合系统的动力响应,工程力学,20153211):189-200

  • 巴振宁,梁建文,层状场地中凹陷地形Rayleigh波斜入射下三维地震响应分析,振动工程学报,2015285):809-821 EI

  • 巴振宁,金威,梁建文,层状饱和地基-路轨-列车耦合系统轨道不平顺引起振动的分析,振动与冲击,20153415),88-97 EI

  • 巴振宁,梁建文,张艳菊,横观各向同性层状半空间中凹陷地形对平面SH波的散射,地震工程与工程振动,201521):9-21

  • 巴振宁,冯领香,梁建文,层状楔形空间平面SH波入射下波场分析,防灾减灾工程学报,20154498-502

  • 巴振宁,梁建文,金威,高速移动列车荷载作用下成层地基-轨道耦合系统的动力响应,土木工程学报,20144711):108-119 EI

  • 巴振宁,梁建文,梅雄一,层状饱和半空间中沉积谷地对斜入射平面P1波的三维散射,工程力学,2013309):47-62 EI

  • 巴振宁,梁建文,梅雄一,斜入射平面SH波在层状饱和半空间中沉积谷地周围的三维散射,岩土工程学报,2013353):476-486 EI

  • Ba ZN, Liang JW, Mei XY. 3D scattering of obliquely incident plane SV waves by an alluvial valley embedded in a fluid saturated, poroelastic layered half-space, Earthquake Science, 2013, 26(2): 107-116

  • 巴振宁,梁建文,瑞雷波斜入射下层状半空间中沉积谷地周围的三维散射研究,地震学报,2014364):571-583

  • 巴振宁,梁建文,层状半空间中沉积谷地对入射SV波的放大作用-时域解答,自然灾害学报,2011203):131-138

  • 巴振宁,梁建文,层状半空间中凹陷地形对斜入射平面P波的2.5维散射,自然灾害学报,2010193):52-61

  • 巴振宁,梁建文,层状场地中二维沉积谷地对弹性波的三维散射,土木工程学报,2012451):146-151EI

  • 巴振宁,梁建文,平面P1波斜入射下层状饱和半空间中凹陷地形周围的三维散射,土木工程学报,201346S2):166-171 EI

  • 巴振宁,梁建文,平面SV波在层状半空间中沉积谷地周围的散射,地震工程与工程振动,2011313):18-26

  • 巴振宁,梁建文,刘中宪,半空间中埋置球面剪切波源动力响应,地震工程与工程振动,201434S1):1-6

  • 巴振宁,梁建文,任强强,3-D Scattering of Obliquely Incident Plane P Waves by Alluvial Valley Embedded in Layered Half-SpaceTransactions of Tianjin University 2012, 185: 357-365EI

  • 巴振宁,梁建文,2.5D Scattering of Incident Plane SH Waves by a Canyon in Layered Half-SpaceEarthquake Science, 2010, 23(1): 25-33

  • 巴振宁,梁建文,Surface Motion of an Alluvial Valley in Layered Half-Space for Incident Plane P-WavesTransactions of Tianjin University 2011, 173: 157-165EI

  • 巴振宁,梁建文,平面P波在饱和半空间中凹陷地形周围散射规律研究,天津大学学报,2010436):523-529EI

  • 梁建文,巴振宁,Lee V W. Diffraction of plane SV waves by an underground circular cavity in a saturated poroelastic half-space. ISET Journal of Earthquake Technology, 2007, 44(2):341-375

  • 梁建文,巴振宁,Lee V W,平面P波在饱和半空间洞室周围的散射(I):解析解,地震工程与工程振动,2007,271):1-6

  • 梁建文,巴振宁,Lee V W,平面P波在饱和半空间洞室周围的散射(II):数值结果,地震工程与工程振动,2007272:1-11

  • 梁建文,巴振宁,弹性层状半空间中沉积谷地对入射平面SH波的放大作用,地震工程与工程振动,200727(3)1-9

  • 梁建文,巴振宁,三维层状场地精确动力刚度矩阵及格林函数,地震工程与工程振动,200727(5)7-17

  • 梁建文,巴振宁,三维层状场地中斜面均布荷载动力格林函数,地震工程与工程振动,2007,27(5)18-26

  • 梁建文,巴振宁,弹性层状半空间中凸起地形对入射平面SH波的放大作用,地震工程与工程振动,200828(1)1-10

  • 梁建文,巴振宁,层状半空间中洞室对平面SH波的放大作用,地震工程与工程振动,201232(2)14-24

  • 梁建文,任强强,巴振宁,层状半空间中沉积谷地对斜入射平面SV波的三维散射,防灾减灾学报,2013331):1-10

  • 梁建文,梅雄一,巴振宁,斜入射平面SH波在层状半空间中沉积谷地周围的三维散射,中国地震,2012284):370-380

  • Liang J, Zhang J, Ba Z. Amplification of in-plane seismic ground motion by group cavities in layered half-space (I), Earthquake Science, 26(4): 275-285, 2012

  • Liang J, Zhang J, Ba Z. Amplification of in-plane seismic ground motion by group cavities in layered half-space (II): with saturated poroelastic soil layers, Earthquake Science, 26(4): 287-298, 2012

  • 梁建文, 韩冰, 巴振宁. 层状饱和半空间中无限长洞室群对斜入射P1波的三维散射, 土木工程学报, 46(s1): 153-159, 2013

  • Liang J, Han B, Ba Z. 3D Diffraction of obliquely incident SH waves by twin infinitely long cylindrical cavities in layered poroelastic half-space, Earthquake Science, 26(6):395-406, 2013

  • Liang J, Mei X, Ba Z. Three-dimensional scattering of obliquely incident SH waves around saturated alluvial valleys. Earthquake Research in China, 27(4): 501-511, 2013