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Value of information from fatigue monitoring of the monopile foundation of an offshore wind turbine 海上风力涡轮机单桩基础疲劳监测信息的价值
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-15 DOI: 10.1080/15732479.2024.2340695
Anu Hanish Nithin, Piotr Omenzetter
Value of information (VoI) allows quantifying benefits of adopting structural health monitoring (SHM) even before implementation by altering the prior risk of structural failure using the probabili...
信息价值(VoI)可以在实施结构健康监测(SHM)之前,通过使用概率来改变结构失效的先前风险,从而量化采用结构健康监测(SHM)的益处。
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引用次数: 0
Elastic-plastic flexural behavior of hybrid steel girder bridge considering welded residual stress 考虑焊接残余应力的混合钢梁桥的弹塑性抗弯行为
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-12 DOI: 10.1080/15732479.2024.2332429
Jing Wen Zhang, Lan Duan, Chun Sheng Wang, Yi Wei Wang
Hybrid steel girders use a section type that fully utilizes the strength performance of steels, which are widely used in steel plate girder bridges with multiple spans. In this paper, the distribut...
混合钢梁是一种充分利用钢材强度性能的截面类型,广泛应用于多跨钢板梁桥。本文对混合钢梁的分布进行了分析。
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引用次数: 0
A risk-based quantitative approach for priority assessment of ageing bridges accounting for deterioration 基于风险的老化桥梁优先评估定量方法(考虑老化情况
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-12 DOI: 10.1080/15732479.2024.2339343
Sara Hamidpour, Nicola Scattarreggia, Roberto Nascimbene, Ricardo Monteiro
The significant role of bridges in transportation networks requires continuous improvement of bridge management strategies, which has been even more exacerbated by the recent bridge collapses world...
桥梁在交通网络中发挥着重要作用,因此需要不断改进桥梁管理策略。
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引用次数: 0
Numerical and experimental study of a suspension bridge with combined viscous-steel damping system under train and seismic loads 列车荷载和地震荷载作用下带有粘钢组合阻尼系统的悬索桥的数值和实验研究
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-09 DOI: 10.1080/15732479.2024.2335621
Shangtao Hu, Menggang Yang, Hongjie Zhang, Dongliang Meng, Xin Li
The longitudinal dynamic performance of long-span bridges with passive vibration control devices when subjected to vehicle and seismic loads has raised extensive attention of the civil engineering ...
带有被动振动控制装置的大跨度桥梁在承受车辆荷载和地震荷载时的纵向动力性能引起了土木工程界的广泛关注。
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引用次数: 0
A global framework for data-informed bridge examination 以数据为依据的桥梁检测全球框架
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-08 DOI: 10.1080/15732479.2024.2337088
Numa Bertola, Philippe Schiltz, Eugen Brühwiler
Examining the performance of an existing bridge requires information on several aspects, such as design choices, material properties, and ongoing degradation processes. It often happens that some c...
检查现有桥梁的性能需要多方面的信息,如设计选择、材料特性和持续退化过程。经常出现的情况是,一些桥梁的...
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引用次数: 0
Bridge safety assessment, maintenance, monitoring, and life-cycle performance 桥梁安全评估、维护、监测和寿命周期性能
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-25 DOI: 10.1080/15732479.2024.2331082
Joan R. Casas, Dan M. Frangopol, Jose Turmo, Yiannis Tsompanakis
Published in Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance (Ahead of Print, 2024)
发表于《结构与基础设施工程》:维护、管理、生命周期设计与性能》(2024 年提前出版)
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引用次数: 0
Experimental and numerical investigation of the hysteretic behavior of reinforced concrete column-steel beam interior joints under low seismic intensity levels 低地震烈度下钢筋混凝土柱-钢梁内部连接处的滞回行为的实验和数值研究
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-25 DOI: 10.1080/15732479.2024.2329993
Zaihua Zhang, Guangfei Chen, Wei Luo, Guangxiang Mao
For the composite frame structure of concrete column and steel beam, a connection structure based on ribbed angle steel connector (RASC) is proposed, and the hysteresis performance and force transm...
针对混凝土柱与钢梁的组合框架结构,提出了一种基于带肋角钢连接器(RASC)的连接结构,并对其滞后性能和传力性能进行了分析。
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引用次数: 0
Deep learning and image preprocessing-based crack repair trace and secondary crack classification detection method for concrete bridges 基于深度学习和图像预处理的混凝土桥梁裂缝修补跟踪和二次裂缝分类检测方法
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-23 DOI: 10.1080/15732479.2024.2330702
Zhongying He, Wen Xu
As a main type of vulnerability, a large number of cracks exists in concrete bridges, and some cracks will be secondary dehisced after repair, and the crack repair traces (CRTs) or the secondary cr...
混凝土桥梁中存在大量的裂缝,裂缝修补后部分裂缝会发生二次开裂,裂缝修补痕迹(CRT)或二次开裂(CRT)是混凝土桥梁的主要漏洞类型。
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引用次数: 0
Impact of vertical girder deformations on the high-speed train operation performance 纵梁变形对高速列车运行性能的影响
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-20 DOI: 10.1080/15732479.2024.2329080
Wangbao Zhou, Lingxu Wu, Tianxuan Zhong, Lizhong Jiang, Shaohui Liu
The deformation of bridge structures will cause deterioration of geometry on the rail surface during the service period, which will threaten the normal operation of train. A train–track–bridge coup...
桥梁结构的变形会导致轨道表面的几何形状在使用期间发生恶化,从而威胁列车的正常运行。列车-轨道-桥梁耦合系统是一种新型的列车-轨道-桥梁耦合系统。
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引用次数: 0
Seismic performance of precast piers connected by grouted splice sleeve with Central-tenon enhancement: experimental validation and system-level fragility study 通过灌浆拼接套筒连接的预制墩的抗震性能:实验验证和系统级脆性研究
IF 3.7 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-03-11 DOI: 10.1080/15732479.2024.2319111
Xu Wang, Zhao Liu, Teng Tong, Peng Yang
While precast piers are increasingly being utilized in low-to-medium seismicity regions, concerns have arisen regarding their seismic performance due to the discontinuity of concrete on both sides ...
虽然预制墩越来越多地应用于中低震地区,但由于两侧混凝土的不连续性,人们对其抗震性能产生了担忧。
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引用次数: 0
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Structure and Infrastructure Engineering
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