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Vibration based dual-criteria damage detection method using deep neural networks in highway bridges with steel girders 使用深度神经网络的基于振动的公路钢梁桥梁双标准损伤检测方法
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-18 DOI: 10.1080/15732479.2024.2401381
Sara Zalaghi, Armin Aziminejad, Hossein Rahami, Abdolreza S. Moghadam, Mir Hamid Hosseini
This article introduces a new method for assessing the damage in steel girders of highway bridges using deep neural networks. The method uses modified forms of modal strain energy damage index and ...
本文介绍了一种利用深度神经网络评估公路桥梁钢梁损伤的新方法。该方法使用了模态应变能损伤指数的修正形式和...
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引用次数: 0
Numerical study on flexural behaviour of sulphate corroded RC beams strengthened with ultra-high-performance concrete 使用超高性能混凝土加固的硫酸盐腐蚀 RC 梁抗弯行为的数值研究
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-18 DOI: 10.1080/15732479.2024.2402019
Najm Addin Al-Shakhdha, Jinsong Zhu, Mohammed Al-samawi
Ultra-high-performance concrete (UHPC) has found extensive application in the strengthening of existing reinforced concrete (RC) structures; however, limited knowledge exists regarding its use in R...
超高性能混凝土(UHPC)已被广泛应用于现有钢筋混凝土(RC)结构的加固;然而,人们对其在RC结构中的应用却知之甚少。
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引用次数: 0
A boosted deep learning-based approach for near real-time response estimation of structures under ground motion excitations 基于增强型深度学习的方法,用于对地动激励下的结构进行近实时响应估算
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-17 DOI: 10.1080/15732479.2024.2396613
Mohammad Javad Kaffashchian, Mojtaba Salkhordeh, Reza Karami Mohammadi
This article presents an improved Convolutional Neural Network (CNN)-based approach to predict the vibration response of structures under seismic events without installing sensors at different stor...
本文介绍了一种基于卷积神经网络(CNN)的改进方法,用于预测地震事件下结构的振动响应,而无需在不同位置安装传感器。
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引用次数: 0
Structural frequency-based maintenance management method for steel truss bridges under atmospheric corrosion 基于结构频率的大气腐蚀下钢桁架桥梁养护管理方法
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-14 DOI: 10.1080/15732479.2024.2401373
Ali Alper Saylan, Mutlu Seçer
Deterioration of steel truss bridges due to atmospheric corrosion can result in a degradation of performance that fails to meet basic safety requirements before the structure has fulfilled its desi...
钢桁架桥梁因大气腐蚀而老化,会导致性能下降,在结构达到设计要求之前就无法满足基本的安全要求。
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引用次数: 0
Temperature gradient estimation of long-span concrete box girders using average conditional exceedance rate function 利用平均条件超限率函数估算大跨度混凝土箱梁的温度梯度
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-11 DOI: 10.1080/15732479.2024.2401374
Li-Ping Zhang, Li-Ming Zhou, Jian-Qing Bu, Qin Liu, Bin Wei, Cun-Bao Zhao, Wei Chai
An accurate assessment of temperature gradients in box girders is crucial for design and maintenance of long-span bridges. Although the current bridge specifications have provided temperature gradi...
准确评估箱梁的温度梯度对大跨度桥梁的设计和维护至关重要。尽管目前的桥梁技术规范已经提供了箱梁的温度梯度,但仍有许多问题需要解决。
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引用次数: 0
Investigation of the time-dependent bearing capacities of concrete structures in different environments considering climate change 考虑到气候变化,对不同环境下混凝土结构随时间变化的承载能力的研究
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-11 DOI: 10.1080/15732479.2024.2401371
De-Cheng Feng, Xiangzhuo Li, Yue Li, Mitsuyoshi Akiyama, Yong Lu
The escalating trend of emissions of greenhouse gases, including CO2, prompts significant modifications in climate variables, such as temperature and relative humidity (RH). For concrete civil infr...
包括二氧化碳在内的温室气体排放量不断增加,导致温度和相对湿度(RH)等气候变量发生显著变化。对于混凝土土建工程而言,温度和相对湿度是影响其施工质量的关键因素。
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引用次数: 0
Advanced post-earthquake safety assessment: a novel probabilistic approach for quantifying dissipated energy using aftershock vibration response 先进的震后安全评估:利用余震振动响应量化耗散能量的新型概率方法
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-26 DOI: 10.1080/15732479.2024.2390469
Mohammad Ali Asghari Varzaneh, Majid Mohammadi
Following a severe earthquake, prompt assessment of remaining buildings is essential for safe occupancy. Current methods involve field inspections by experts in which the buildings are categorised ...
强烈地震发生后,对剩余建筑物进行及时评估对于安全入住至关重要。目前的方法是由专家进行实地检查,对建筑物进行分类 ...
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引用次数: 0
Numerical model for time-dependent cracking and deflection of large-span concrete bridge structures 大跨度混凝土桥梁结构随时间变化的开裂和挠度数值模型
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-24 DOI: 10.1080/15732479.2024.2390465
Shiyu Wu, Teng Tong, Yuan Fang, Fei Ge
A new computational framework is proposed to analyse the simultaneous occurrence of multiple physical processes affecting the long-term behavior of large-scale concrete structures. Relying on the a...
本文提出了一种新的计算框架,用于分析影响大型混凝土结构长期行为的多种物理过程的同时发生。该计算框架依靠...
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引用次数: 0
Assessment, quantification and propagation of uncertainty in seismic life-cycle cost analysis 地震寿命周期成本分析中不确定性的评估、量化和传播
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-21 DOI: 10.1080/15732479.2024.2391037
Satwik Pankajkumar Rayjada, Jayadipta Ghosh, Meera Raghunandan
Seismic life-cycle cost analysis (SLCCA) is a comprehensive tool to estimate the expected lifetime economic losses due to seismic events in terms of present-day value and aids in lifetime investmen...
地震寿命周期成本分析(SLCCA)是一种综合工具,用于以现今价值估算地震事件造成的预期寿命周期经济损失,并帮助进行寿命周期投资。
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引用次数: 0
Climbing robot-assisted quantitative identification of sheath surface defects of stay cables 攀爬机器人辅助定量识别留置电缆护套表面缺陷
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-19 DOI: 10.1080/15732479.2024.2391051
Yuan Ren, Chao Deng, Xiang Xu, Yichao Wang, Ziyuan Fan, Qiao Huang
Sheath surface defect identification of stay cables using climbing robots or drones is gaining popularity. However, effective quantitative identification approaches remain challenging. This study p...
使用攀爬机器人或无人机识别留置电缆外鞘表面缺陷的方法越来越受欢迎。然而,有效的定量识别方法仍具有挑战性。本研究通过对...
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引用次数: 0
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Structure and Infrastructure Engineering
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