博彩导航

1、期刊论文：

[1] 裘松立,申洛岑,王智钒,布占宇,施啟严.基于工效学的预制T梁生产技术研究[J].江苏建材,2023(04):10-12+15.

[2] 汪佳宇,陈铭刚,布占宇.基于超声波换能器的钢筋机械损伤与锈蚀损伤检测及其对比研究[J/OL].宁波大学学报(理工版):1-10[2023-06-30].//doi.org/10.20098/j.cnki.1001-5132.2023.0415.

[3] 布占宇,何杰,俞斌武.一种新型自复位黏滞阻尼器的性能及应用[J/OL].吉林大学学报(工学版):1-15[2023-06-30]. //doi.org/10.13229/j.cnki.jdxbgxb 20220138.

[4] 孙钰苗,王源,布占宇等.外置耗能壳板的钢框架桥墩抗震性能数值研究[J].自然灾害学报,2020,29(02):128-137.DOI:10.13577/j.jnd.2020.0213.

[5] 叶晗晖,奚康,葛胜良等.受拉钢筋锈蚀后混凝土箱梁抗剪承载能力研究[J].宁波大学学报(理工版),2019,32(05):70-77.

[6] 龚宇伟,布占宇.黏滞阻尼器在框架结构抗震加固中的应用研究[J].施工技术,2019,48(15):25-28+73.

[7] Zhan-Yu Bu, Xu Zhang, Han-Hui Ye, Kang Xi, Wei-Ye Wu. Interface shear transfer of precast concrete dry joints in segmental columns. Engineering Structures, 2018, 175:257-272. (JCR Q1)//doi.org/10.1016/j.engstruct.2018.08.037

[8] Zhan-Yu Bu, Wei-Ye Wu. Inter shear transfer of unbonded prestressing precast segmental bridge column dry joints. Engineering Structures, 2018, 154: 52-65. (JCR Q1)

  //dx.doi.org/10.1016/j.engstruct.2017.10.048

[9] 布占宇,叶晗晖,葛胜良等.直接基于位移的预制拼装墩柱抗震设计[J].中国公路学报,2018,31(12):250-257.DOI:10.19721/j.cnki.1001-7372.2018.12.025.

[10] 奚康,吴威业,布占宇.预制桥墩节段节点抗剪性能有限元模拟及参数分析[J].宁波大学学报(理工版),2018,31(05):67-72.

[11] 叶晗晖,张旭,布占宇等.预制拼装混凝土盖梁抗震性能及吊装[J].港工技术,2018,55(06):38-46.DOI:10.16403/j.cnki.ggjs20180609.

[12] 布占宇, 张旭, 叶晗晖, 奚康,. 预制节段拼装桥墩多节点转动推覆分析方法及试验验证.中国公路学报, 2017,30(12): 258-267.

[13] 吴威业,奚康,布占宇.预制桥墩节段节点抗剪性能研究-拟静力试验.宁波大学学报（理工版）,2017, 30(2):106-111.

[14]  Zhan-Yu Bu, Yu-Chen Ou, Jian-Wei Song, George C. Lee. Hysteretic modeling of unbonded post-tensioned precast segmental bridge columns with circular section based on cyclic loading Test. Journal of Bridge Engineering, ASCE, 2016, 21(6), 04016016. (JCR Q2)//dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000902

[15] Zhan-Yu Bu, Yu-Chen Ou, Jian-Wei Song, Na-Si Zhang, George C. Lee. Cyclic loading test of unbonded and bonded posttensioned precast segmental bridge columns with circular section. Journal of Bridge Engineering, ASCE, 2016, 21(2), 04015043. (JCR Q2)//dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000807

[16] Zhanyu Bu, JianGuo, Rongyue Zheng, Jianwei Song, George C. Lee. Cyclic performance and simplified pushover analyses of precast segmental concrete bridge columns with circular section. Earthquake Engineering and Engineering Vibration, 2016, 15(2): 297-312. (JCR Q2)//dx.doi.org/10.1007/s11803-016-0323-3

[17] 布占宇, 吴威业. 预制拼装混凝土桥墩抗震性能拟静力循环加载试验.建筑科学与工程学报, 2015,32(1): 42-50.

[18] 史梦珊, 孔婷婷, 布占宇. 地震作用下钢筋混凝土桥墩抗倒塌性能研究.港工技术, 2015, 52(3):29-35.

[19] Zhan-Yu Bu and Yu-Chen Ou. Simplified analytical pushover method for precast segmental concrete bridge columns. Advances in Structural Engineering, 2013, 16(5): 805-822. (JCR Q3)//dx.doi.org/ 10.1260/1369-4332.16.5.805

[20] Z.Y. Bu, Y. Ding, J. Chen and Y.S. Li. Investigation of the seismic performance of precast segmental tall bridge columns. Structural Engineering and Mechanics, 2012, 43(3): 287 - 309. (JCR Q2)//dx.doi.org/10.12989/sem.2012.43.3.287

[21] 布占宇, 谢旭, 丁勇, 黄剑源. 后张预应力预制桥墩抗震解析计算方法. 建筑科学与工程学报, 2012, 29(3): 61-67.

[22] 布占宇, 丁勇, 谢旭, 黄剑源. 斜拉桥地震响应分析中阻尼矩阵精确估计研究. 工业建筑, 2012, 42(10): 67-71.

[23] Bu Zhan-yu. Influence of steel and carbon fiber reinforcement bars on seismic performance of precast segmental bridge columns. 宁波大学学报(理工版), 2012, 25(4): 75-82.

[24] 布占宇, 丁勇, 李玉顺, 李辉, 黄剑源. 跨海大桥节段拼装桥墩的抗震设计. 港工技术, 2012, 49(2): 35-40.

[25] 陈剑, 胡磊, 布占宇. 节段拼装桥墩拟静力试验研究. 建筑技术, 2012, 43(11): 1042-1044.

[26] 布占宇, 唐光武. 无黏结预应力带耗能钢筋预制节段拼装桥墩抗震性能研究.中国铁道科学, 2011, 32(3): 33-40.

[27] 丁勇, 布占宇, 谢旭, 李辉, 黄剑源. 考虑桥面板振动的桥梁结构低频噪声分析. 土木建筑与环境工程, 2011, 33(2): 58-64.

[28] 布占宇, 谢旭, 郑荣跃. 索-桥动态相互作用及行波效应对斜拉桥地震反应的影响. 地震工程与工程振动, 2011, 31(2): 82-90.

[29] 布占宇, 占陈文, 石鑫磊, 丁勇. 节段拼装混凝土桥墩抗震性能研究.宁波大学学报(理工版), 2011, 24(2): 83-88.

[30] 布占宇, 陈剑. 铅芯橡胶支座在三塔无背索斜拉桥中的应用研究.空间结构, 2011, 17(4): 69-75.

[31] Ganbin Liu, Zhanyu Bu, and Xiaohu Liu. The temperature distribution of a two-dimensional thermoelastic material with voids. Heat Transfer-Asian Research, 2010, 39(7): 507-522.

[32] 张宝胜, 布占宇, 徐爱敏. 斜拉桥地震响应分析中比例阻尼参考振型的选取. 中国公路学报, 2008, 21(6):76-82.

[33] 布占宇, 谢旭, 苟昌焕. 拉索局部振动对斜拉桥地震响应的影响研究. 工程力学, 2006, 23(9): 157-166.

[34] 布占宇, 谢旭. 不同阻尼计算模式对斜拉桥地震响应分析的影响. 中国铁道科学, 2006, 27(2): 46-51.

[35] 布占宇, 吕忠达, 徐爱敏, 叶贵如, 谢旭. 考虑索局部振动的斜拉桥动力特性研究—杭州湾跨海大桥北航道桥动力特性分析. 浙江大学学报(工学版), 2005, 39(1): 143-147.

[36] 谢旭, 布占宇. 应用碳纤维筋控制桥墩地震损伤方法初探. 浙江大学学报(工学版), 2005, 39(10): 1589-1594.

[37] 布占宇, 楼文娟, 唐锦春, 徐兴.台风致窗户破坏时大跨度屋面风振响应研究. 工程力学, 2004, 21(2): 69-75.

[38] 布占宇, 楼文娟, 唐锦春, 徐兴.大跨度柔性屋面建筑风振响应研究-突然开孔时的内压及屋面响应研究. 浙江大学学报(工学版), 2004, 38(1): 74 -78 .

[39] 布占宇, 叶贵如, 周广宗. 斜拉桥主梁不同纵向约束刚度对动力特性的影响. 中国市政工程, 2004, 6: 25-28.

2、会议论文：

[1] 布占宇、金宏泽、吴庆邦.钢绞线拉索横向冲击作用动力响应研究[C]. 第二届桥梁结构极端荷载与防护学术会议,2023年5月05日-07日,河北省石家庄市.

[2] Hongze Jin, Zhanyu Bu, Songli Qiu. Finite Element Analysis of Steel Strands Subjected to Transverse Impact. 2022 The 5th International Conference on Engineering Innovation and Seismic Mitigation of Bridges.

[3] Jiayu Wang, Zhanyu Bu, Songli Qiu. Ultrasonic Transducer-Based Rebar Damage Monitoring Technology. 2022 The 5th International Conference on Engineering Innovation and Seismic Mitigation of Bridges.

[4] Xiaofei Huang, Zhanyu Bu, Shengliang Xu. Experiment Design of Precast Small Box Girder and CIP Hidden Bent Cap Structural System. 2022 The 5th International Conference on Engineering Innovation and Seismic Mitigation of Bridges.

[5] Jie He, Yuwei Gong and Zhanyu Bu. A study on the capacity spectrum seismic design method for building with self-centering hydraulic damper. 2021 7th International Conference on Architecture, Civil and Hydraulic Engineering.

[6] 布占宇.FRP约束混凝土预制拼装桥墩抗震性能研究[C]. 第三界桥梁结构防震减灾与工程创新国际会议（2020年11月21日-22日 线上 中国）The 3rd International Conference on Engineering Innovation and Seismic Mitigation of Bridges (ICEISMB 2020) (November 21-22, 2020, Online China)

[7] Sheng-Liang Ge, Zhan-Yu Bu. Seismic fragility analysis of simply supported beam bridges with precast columns. 2019 International Conference on Engineering Innovation and Seismic Mitigation of Bridges.

[8] Han-Hui Ye, Zhan-Yu Bu. Seismic performance of precast segmental bridge columns on the basis of Bouc-Wen hysteresis model. 2019 International Conference on Engineering Innovation and Seismic Mitigation of Bridges.

[9] Tian-Hao Ma, Jie He, Yu-Wei Gong, Zhan-Yu Bu.Performance Based Seismic Design of Precast Segmental Columns and Quasi-Static Cyclic Test. 2019 International Conference on Engineering Innovation and Seismic Mitigation of Bridges.

[10] 葛胜良,布占宇. 现浇与预制拼装桥墩典型桥梁地震易损性分析. 2019年第七届海峡两岸地震工程青年学者研讨会.

[11] 葛胜良,翁沙羚,布占宇. 现浇与预制拼装桥墩典型桥梁地震易损性分析. 2019年第一届土木工程计算与仿真技术学术会议.

[12] 龚宇伟，刘婧涵，布占宇. 粘滞阻尼器在框架结构减震设计中的应用. 2019年第一届土木工程计算与仿真技术学术会议.

[13] 叶晗晖，翁沙羚，布占宇. 预制拼装混凝土桥墩滞回分析模型和损伤评估研究. 2019年第一届土木工程计算与仿真技术学术会议.

[14] Yu-Chen Ou, Ade Yuniati Pratiwi, Zhan-Yu Bu, Jian-Wei Song, and George C. Lee. Equivalent viscous damping for self-centering precast concrete segmental bridge columns.2017 16th World Conference on Earthquake.

[15] Zhan-Yu Bu, Wei-Ye Wu, and JianGuo. Quasi-static cyclic loading test and simulation of precast segmental bridge columns with circular section. 2015 4th International Conference on Civil, Architectural and Hydraulic Engineering.

[16] Zhan-Yu Bu, Wei-Ye Wu, and Jian Guo. A hysteretic model for precast segmental bridge columns with unbonded posttensioned tendons. 2015 4th International Conference on Civil, Architectural and Hydraulic Engineering.

[17] JianGuo, Zhan-Yu Bu, and Wei-Ye Wu. Cyclic Loading Test and Single Plastic Hinge Analytical Analyses of Precast Segmental Bridge Columns with Circular Section. 2015 4th International Conference on Civil, Architectural and Hydraulic Engineering.

[18] Ya Wang, Zhan Yu Bu and Lei Hu. Seismic Behavior of Precast Segmental Bridge Columns with Carbon Fibre Reinforcement as Energy Dissipation Bars. 2011 International Conference on Mechatronics and Applied Mechanics.

[19] Zhan Yu Bu, Xu Xie, Yong Ding. Damping Parameter Identification of Large Span Cable-Stayed Bridges. 2011 International Conference on Intelligent Structure and Vibration Control.

[20] Bu Zhan-Yu, Tang Guang-Wu and Zheng Wan-Shan. Finite Element Simulation of Cyclic Load Test of Precast Segmental Bridge Columns. 2011 International Conference on Mechanical, Industrial, and Manufacturing Engineering.

[21] 布占宇,陈剑,郑荣跃. 矩形空心截面节段拼装混凝土桥墩抗震性能研究. 2011年第20届全国结构工程学术会议.

[22] Bu Zhan-Yu, XieXu, and Ding Yong. Estimation of Damping Matrices of Cable-stayed Bridges Based on Known Data of Modal Damping. 2010 International Conference on Intelligent System Design and Engineering Application.

[23] 布占宇,唐嘉琳,吴新元. 某无背索三拱塔斜拉桥地震响应计算及不同支承的影响分析.2010年第十九届全国桥梁学术会议.

[24] Zhan-yu Bu, XuXie, He Zhang. Dynamic Characteristics and Seismic Response Analysis of Cable-stayed Bridges Taking into Account Cable Lateral Vibration. 2006 The Ninth International Symposium on Structural Engineering for Young Experts.

[25] 布占宇,叶贵如,谢旭,徐兴.考虑索局部振动的杭州湾大桥北航道桥方案的动力特性分析.2004年第十六界全国桥梁学术会议.

3、教研论文：

[1] 布占宇.桥梁工程在线课程与翻转课堂教学研究[J].教育教学论坛,2019,No.422(28):173-174.