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Journal of Bridge Engineering最新文献

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Concrete Bridge Deck Reinforced with Textured and Nontextured Epoxy-Coated Bars 有纹理和无纹理环氧涂层钢筋加固的混凝土桥面
IF 3.6 2区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-06-01 DOI: 10.1061/jbenf2.beeng-6060
Ernesto Pérez-Claros, B. Andrawes
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引用次数: 0
Experimental and Numerical Study on the Residual Axial Capacity of RC Bridge Piers after Contact Explosion 钢筋混凝土桥墩接触爆炸后剩余轴向承载力的试验与数值研究
IF 3.6 2区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-06-01 DOI: 10.1061/jbenf2.beeng-5901
Jiapei Xu, Hao Wu, Liangliang Ma, Q. Fang
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引用次数: 1
Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue 腐蚀螺柱组合梁疲劳后的剩余抗弯承载力
IF 3.6 2区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-06-01 DOI: 10.1061/jbenf2.beeng-6065
Bin Wang, Kai Wang, Xiaoling Liu, Yichi Xu
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引用次数: 3
Vertical and Horizontal Combined Algorithm for Missing Data Imputation in Bridge Health Monitoring System 桥梁健康监测系统中缺失数据的纵横组合算法
IF 3.6 2区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-06-01 DOI: 10.1061/jbenf2.beeng-5996
Bo Sun, Hangkai Zhou, Wensen Cao, Weimin Chen, Bin Chen, Y. Zhuang
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引用次数: 0
Bridge Cable Anomaly Detection Based on Local Variability in Feature Vector of Monitoring Group Cable Forces 基于监测群索力特征向量局部变异的桥梁索异常检测
IF 3.6 2区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-06-01 DOI: 10.1061/jbenf2.beeng-6084
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引用次数: 0
Identification of the High-Order Rational Function of Bridge Decks by SDOF Forced Vibration Testing SDOF强迫振动试验识别桥面高阶有理函数
IF 3.6 2区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-06-01 DOI: 10.1061/jbenf2.beeng-5959
Bo Wu, Huoming Shen, Qi Wang, H. Liao, Zhiguo Li
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引用次数: 0
Multisection Optimization–Based Target Proof Load Determination Method for Bridge Load Testing 基于多段优化的桥梁荷载试验目标验证荷载确定方法
IF 3.6 2区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-06-01 DOI: 10.1061/jbenf2.beeng-6073
Xu Zheng, T. Yi, Dong‐Hui Yang, Hong‐Nan Li
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引用次数: 0
A Roadmap for an Integrated Assessment Approach to the Adaptation of Concrete Bridges to Climate Change 混凝土桥梁适应气候变化综合评估方法路线图
IF 3.6 2区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-06-01 DOI: 10.1061/jbenf2.beeng-5735
E. Figueiredo, Luis O. Santos, I. Moldovan, D. Kraniotis, J. Melo, Luís Dias, Guilherme B. A. Coelho
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引用次数: 0
Modelling the Nonlinear Behavior of the Pot Bearings of Railway Bridge KW51 KW51铁路桥梁承台非线性行为建模
2区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-06-01 DOI: 10.1061/jbenf2.beeng-6144
Menno van de Velde, Kristof Maes, Geert Lombaert
Railway bridge KW51 in Leuven, Belgium, has been monitored since October 2018 with the aim of validating various structural health monitoring techniques. The displacement and strain measurements on the structure show a nonlinear behavior, which is attributed to friction in the pot bearings. This paper describes and validates a methodology that allows the observed nonlinear behavior of the pot bearings to be modeled. This is important for understanding and reproducing the bridge behavior under combined train and thermal loading as in, e.g., virtual sensing applications. To this end, a previously developed detailed linear finite-element model of the bridge superstructure is augmented with nonlinear Bouc–Wen elements, representing the bearings. A comparison between the measured and predicted bearing displacements under train loading shows a significant improvement of the response prediction in comparison with the case where the bearings are modeled as roller supports, as assumed in the design. In addition, it is also shown that the model enables a qualitative description of the thermal bridge response.
自2018年10月以来,比利时鲁汶的KW51铁路桥一直在进行监测,目的是验证各种结构健康监测技术。结构的位移和应变测量显示出非线性行为,这归因于锅轴承的摩擦。本文描述并验证了一种方法,该方法允许对观察到的锅轴承的非线性行为进行建模。这对于理解和再现列车和热载荷联合作用下的桥梁行为非常重要,例如,虚拟传感应用。为此,先前开发的桥梁上部结构的详细线性有限元模型与非线性Bouc-Wen单元相结合,代表轴承。列车载荷下实测和预测的轴承位移的比较表明,与设计中假设的轴承建模为滚柱支撑的情况相比,响应预测有了显著的改进。此外,还表明该模型能够定性地描述热桥响应。
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引用次数: 0
Determining the Reasonable Completed Bridge State of a Self-Anchored Suspension Bridge with a Spatial Cable System Based on Minimum Bending Strain Energy: An Analytical Algorithm 基于最小弯曲应变能的空间索系自锚式悬索桥合理成桥状态的解析算法
IF 3.6 2区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-05-01 DOI: 10.1061/jbenf2.beeng-5857
Wenmin Zhang, Zhe-hong Zhang, Gen-min Tian, Jia-qi Chang
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引用次数: 1
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Journal of Bridge Engineering
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