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Shear behaviour and theoretical model of large shear key dry joints in precast concrete segmental bridges using advanced monitoring 预制混凝土节段桥大剪力键干接缝的剪切行为和理论模型(采用先进的监测技术
IF 3.7 3区 工程技术 Q1 Engineering Pub Date : 2024-05-16 DOI: 10.1080/15732479.2024.2350035
Shengtao Li, Duo Liu, Yangyang Sun, Xudong Chen, Joan R. Casas
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引用次数: 0
Friction stir welded joints in aluminum highway bridge decks: a quality control framework 公路铝桥面搅拌摩擦焊缝:质量控制框架
IF 3.7 3区 工程技术 Q1 Engineering Pub Date : 2024-05-09 DOI: 10.1080/15732479.2024.2343856
Mahmoud Trimech, Charles-Darwin Annan, Scott Walbridge, Johan Maljaars, François Nadeau
Friction stir welding (FSW) has shown considerable promise for highway aluminum bridge deck fabrication but lacks specific quality control guidelines for fit-up defects. This study conducts a perfo...
搅拌摩擦焊(FSW)在公路铝桥面制造方面已显示出相当大的前景,但缺乏针对安装缺陷的具体质量控制准则。本研究对搅拌摩擦焊的性能和质量进行了评估。
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引用次数: 0
Inerter-based tuned mass dampers for response control of multi-degree-of-freedom structures subjected to wind and earthquake excitations 基于电抗器的调谐质量阻尼器用于风和地震激励下多自由度结构的响应控制
IF 3.7 3区 工程技术 Q1 Engineering Pub Date : 2024-05-07 DOI: 10.1080/15732479.2024.2345280
Anupam Das, Arnab Banerjee, Dipti Ranjan Sahoo, Vasant Matsagar
The present work explores the utilization of the tuned mass damper-inerter (TMDI) in controlling the structural response subjected to wind and earthquake excitations. An example of a 25-storey rein...
本研究探讨了如何利用调谐质量阻尼器-插入式阻尼器(TMDI)来控制受风和地震激励的结构响应。以一座 25 层高的加固建筑为例,探讨了如何利用调谐质量阻尼器-变频器(TMDI)来控制受风和地震激励的结构响应。
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引用次数: 0
Forward iterative algorithm for fabrication geometry of steel girders in cable-stayed bridges 斜拉桥钢梁制造几何形状的前向迭代算法
IF 3.7 3区 工程技术 Q1 Engineering Pub Date : 2024-05-07 DOI: 10.1080/15732479.2024.2345281
Gen Huang, Donghuang Yan, Changsong Chen, Lihua Ling, Jin Wang, Qincong She, Zhuangpeng Yi
This paper proposes a forward iterative algorithm designed for determining the fabrication geometry of the steel girder in cable-stayed bridges during the segment installation process. The expressi...
本文提出了一种前向迭代算法,用于在分段安装过程中确定斜拉桥钢梁的制作几何形状。该算法的表达式...
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引用次数: 0
Resilience-based post-earthquake restoration scheduling for urban interdependent transportation-electric power network 基于复原力的城市交通-电力网络震后恢复调度
IF 3.7 3区 工程技术 Q1 Engineering Pub Date : 2024-05-06 DOI: 10.1080/15732479.2024.2347496
Wangxin Zhang, Qiang Han, Huihui Dong, Jianian Wen, Chengshun Xu
As critical lifeline systems, transportation network (TN) and electric power network (EPN) are highly susceptible to natural hazards, such as earthquakes during their service life. At the same time...
作为关键的生命线系统,交通网络(TN)和电力网络(EPN)在其使用寿命期间极易受到地震等自然灾害的影响。同时...
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引用次数: 0
Analytical study on geometrical irregularity and internal loads of railways with CRTS I ballastless tracks on arch bridges subject to thermal effects 受热影响的拱桥上 CRTS I 型无砟轨道铁路的几何不规则性和内部荷载分析研究
IF 3.7 3区 工程技术 Q1 Engineering Pub Date : 2024-05-02 DOI: 10.1080/15732479.2024.2346579
Hongye Gou, Fei Hu, He Huang, Junming Wang, Hairong Ren, Shifa Wang, Yi Bao
Temperature variation causes geometrical irregularity and additional internal loads in railway systems. The geometrical irregularity and additional internal loads can adversely influence the dynami...
温度变化会导致铁路系统出现几何形状不规则和额外的内部载荷。几何形状的不规则性和额外的内部载荷会对铁路系统的动力学产生不利影响。
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引用次数: 0
Bond behavior and anchorage length of 18-mm-diameter steel strands embedded in ultra-high-performance concrete: an experimental and analytical study 超高性能混凝土中嵌入 18 毫米直径钢绞线的粘结行为和锚固长度:实验和分析研究
IF 3.7 3区 工程技术 Q1 Engineering Pub Date : 2024-05-02 DOI: 10.1080/15732479.2024.2346583
Yulin Zhan, Zhilun Li, Fanfan Yue, Yudong Wang, Chudong Liu, Yingxiong Li
The combination of large-diameter steel strands and ultra-high-performance concrete (UHPC) presents a promising opportunity to improve the performance of prestressed concrete structures. However, i...
大直径钢绞线与超高性能混凝土(UHPC)的结合为提高预应力混凝土结构的性能提供了一个大有可为的机会。然而,大直径钢绞线与超高性能混凝土(UHPC)的结合为提高预应力混凝土结构的性能带来了希望。
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引用次数: 0
An approach to seismic damage detection and evaluation in RC bridge piers through vibration data 通过振动数据检测和评估 RC 桥墩震害的方法
IF 3.7 3区 工程技术 Q1 Engineering Pub Date : 2024-04-30 DOI: 10.1080/15732479.2024.2345292
Alessandro Lubrano Lobianco, Marta Del Zoppo, Carlo Rainieri, Giovanni Fabbrocino, Marco Di Ludovico
A timely post-earthquake damage evaluation in existing bridges is fundamental for an efficient emergency management. Structural Health Monitoring (SHM) systems can allow a fast damage assessment; h...
对现有桥梁进行及时的震后损坏评估是高效应急管理的基础。结构健康监测(SHM)系统可实现快速的损伤评估;它还能对桥梁的损伤进行评估。
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引用次数: 0
In-event surrogate model training for regional transmission tower-line system dynamic responses prediction in realistic hurricane wind fields 在现实飓风风场中进行区域输电塔线系统动态响应预测的事件代用模型训练
IF 3.7 3区 工程技术 Q1 Engineering Pub Date : 2024-04-24 DOI: 10.1080/15732479.2024.2345853
Xiao Zhu, Ge Ou, Zhaoxia Pu, Xin Li, Jiayue Xue
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引用次数: 0
Deterioration models for geotechnical slopes: a systematic review on the long-term behaviour of earthwork assets 岩土边坡退化模型:对土方工程资产长期行为的系统审查
IF 3.7 3区 工程技术 Q1 Engineering Pub Date : 2024-04-23 DOI: 10.1080/15732479.2024.2344662
R. Marín, Michael Long
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引用次数: 0
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Structure and Infrastructure Engineering
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