Skip to main content
Advances in Bridge Engineering
Advances in Bridge Engineering Cover Image

Articles

Page 1 of 2

  1. In order to identify damage of Chi River bridge’s superstructure, a damage identification indicator is implemented in the field test, which involves the wavelet packet energy analysis with the feature of dynam...

    Authors: Zhuoxi Liang, Zhihua Xiong, Tuotuo Cong, Jingxuan Peng and Gengwang Yan
    Citation: Advances in Bridge Engineering 2023 4:21
    Content type: Original Innovation Published on:

  2. The use of waste and industrial steel fibers as part of the materials used in concrete can increase resistance and reduce cost and air pollution. It also saves energy. One of the important measures for technic...

    Authors: Faezeh Nejati and Ashkan Mansourkia
    Citation: Advances in Bridge Engineering 2023 4:20
    Content type: Original Innovation Published on:

  3. This study proposed a yield curvature prediction model considering axial compression ratio with exponential function which is improved on the basis of the specification effective yield curvature prediction mod...

    Authors: Yanyan Zhu and Jian Zhong
    Citation: Advances in Bridge Engineering 2023 4:19
    Content type: Original Innovation Published on:

  4. The city development is closely related to the performance of the transportation network system. Bridges and roads are important parts of the transportation system, and are also inseparable components of the t...

    Authors: Qinghua Xiao, Hongwei Huang and Chao Tang
    Citation: Advances in Bridge Engineering 2023 4:18
    Content type: original innovation Published on:

  5. To correctly manage the road infrastructure before and after an earthquake, it is necessary to estimate and even predict the seismic performance of the bridge. The quantification of the bridge's seismic perfor...

    Authors: Javier F. Taipe and Victor I. Fernandez-Davila
    Citation: Advances in Bridge Engineering 2023 4:17
    Content type: Original Innovation Published on:

  8. The use of precast prestressed concrete bridge piers is rapidly evolving and widely applied. Nevertheless, the probabilistic behavior of the bending performance of precast prestressed concrete bridge piers has...

    Authors: Xiaopan Lai, Zhao Lu, Xinyu Xu and Chuanjin Yu
    Citation: Advances in Bridge Engineering 2023 4:14
    Content type: Original Innovation Published on:

  9. Computational fluid dynamics (CFD) was used to reproduce wind fields around a twin-box girder. Wind tunnel tests and field measurements were conducted to verify the accuracy of the CFD results. Variations in w...

    Authors: Fengying Wu, Lin Zhao, Fengchan Cao and Yaojun Ge
    Citation: Advances in Bridge Engineering 2023 4:13
    Content type: Original Innovation Published on:

  10. This study employs the finite element-based CSiBridge v.20.0.0 software to examine the response of a single-cell prestressed box-girder bridge subjected to Indian loading conditions. The analyses is carried ou...

    Authors: Preeti Agarwal and Deepak Kumar Singh
    Citation: Advances in Bridge Engineering 2023 4:12
    Content type: Original Innovation Published on:

  11. In the present study aims to produce high-strength fiber concrete containing microsilica and metakaolin. Eight concrete mixing samples have been defined. The samples include the control concrete with ordinary ...

    Authors: Hadi Faghihmaleki and Hossien Nazari
    Citation: Advances in Bridge Engineering 2023 4:11
    Content type: Original Innovation Published on:

  13. In order to clarify the risk of demolition construction of large-span continuous rigid structure bridge and put forward an intelligent safety assessment method to ensure the safety of demolition construction o...

    Authors: Qiusheng Wang, Jianping Xian, Jun Xiao and Xing Wang
    Citation: Advances in Bridge Engineering 2023 4:9
    Content type: Original Innovation Published on:

  14. Prestressed girders often deteriorate over time due to environmental and man-made stressors, lowering the strength and serviceability of bridge structures. Although structural repairs are implemented to improv...

    Authors: Marwan Debees, Furkan Luleci and F. Necati Catbas
    Citation: Advances in Bridge Engineering 2023 4:8
    Content type: Original Innovation Published on:

  15. Stress/force monitoring of prestressing tendons is challenging but crucial to the evaluation of the safety of structures in which they are used. To this end, a smart elasto-magneto-electric (EME) sensor based ...

    Authors: Ru Zhang, Yuanfeng Duan, Li Xing, Yang Zhao, Wei Wei and Xiaoyang Hu
    Citation: Advances in Bridge Engineering 2023 4:7
    Content type: original innovation Published on:

  16. This article aims to study the influence of random crowd loading on the perceived vibration response of pedestrians. Firstly, a vertical vibration response analysis method considering pedestrian perception was...

    Authors: Yuhao Feng, Deyi Chen, Zhenyu Wang, Shiping Huang and Yuejie He
    Citation: Advances in Bridge Engineering 2023 4:6
    Content type: Original Innovation Published on:

  18. In earthquake-prone regions, the evaluation of seismic impacts on bridges is crucial to mitigation, emergency, and recovery planning for highway networks. The degree of bridge damage determines the cost and ti...

    Authors: Ahmad Abo-El-Ezz, Azarm Farzam, Hamza Fezai and Marie-José Nollet
    Citation: Advances in Bridge Engineering 2023 4:3
    Content type: original innovation Published on:

  20. Scour is the gradual erosion of the sediment around a bridge foundation and is one of the leading causes of bridge failure. This erosion is caused by turbulence and sediment transport mechanisms and worsens du...

    Authors: Alan Kazemian, Tien Yee, Metin Oguzmert, Mahyar Amirgholy, Jidong Yang and Dale Goff
    Citation: Advances in Bridge Engineering 2023 4:2
    Content type: review Published on:

  21. The study presents the design forces of simply supported single-cell reinforced concrete (RC) curved box-girder bridges using a finite element method (FEM) based CSiBridge v.20 software. An existing model has ...

    Authors: Preeti Agarwal, Priyaranjan Pal and Pradeep Kumar Mehta
    Citation: Advances in Bridge Engineering 2023 4:1
    Content type: original innovation Published on:

  22. Bridge construction is one of the cores of traffic infrastructure construction. To better develop relevant bridge science, this paper introduces the main research progress in China and abroad in 2021 from 12 a...

    Authors: Renda Zhao, Kaifeng Zheng, Xing Wei, Hongyu Jia, Xiaozhen Li, Qinghua Zhang, Guoji Xu, Yulin Zhan, Ruili Shen, Fang Zhang, Qianhui Pu, Hongye Gou and Chuanjin Yu
    Citation: Advances in Bridge Engineering 2022 3:29
    Content type: review Published on:

  23. Wind tunnel tests remain crucial to solving the wind-induced issues, such as buffeting. The turbulence impacts on the aerodynamic forces is vital to buffeting responses of a bridge, which has been neglected, f...

    Authors: Lin Zhao, Fengying Wu, Zhenbiao Liu, Aiguo Yan and Yaojun Ge
    Citation: Advances in Bridge Engineering 2022 3:28
    Content type: technical note Published on:

  26. The box-girder bridge has recently gained a lot of popularity because of its serviceability, stability, and structural efficiency. The box-girder bridge also has a lower structural weight than any other type o...

    Authors: Mohammad Farhan Shaikh and K. Nallasivam
    Citation: Advances in Bridge Engineering 2022 3:25
    Content type: original innovation Published on:

  27. In this paper, the Improved Applied Element Method (IAEM), which was originally developed as an effective analysis technique for large-scale bonded and unbonded prestressed structures, is utilized to carry out...

    Authors: Mohamed Magdi Abdelaziz, Mohamed Sayed Gomaa and Hany Ahmed El-Ghazaly
    Citation: Advances in Bridge Engineering 2022 3:24
    Content type: original innovation Published on:

  30. Aerodynamic characteristics of long-span bridges with box girders have been investigated widely, and this paper presents a study on a cable-stayed bridge with two box girders in parallel arrangement. Computati...

    Authors: Shuwen Fan, Wei Chen, Haojun Tang and Yongle Li
    Citation: Advances in Bridge Engineering 2022 3:21
    Content type: original innovation Published on:

  32. This paper investigates the effects of earthquakes’ duration, intensity, and magnitude on the seismic response of reinforced concrete (RC) bridges retrofitted with seismic bearings, such as elastomeric bearing...

    Authors: Saman Mansouri, Denise-Penelope N. Kontoni and Majid Pouraminian
    Citation: Advances in Bridge Engineering 2022 3:19
    Content type: original innovation Published on:

  33. Increased dynamic impact on bridge piers caused by seismic events, blasts, and vehicular impact have become increasingly common. Recent research efforts indicate that code provisions for designing reinforced c...

    Authors: Suman Roy, Ikwulono D. Unobe and Andrew D. Sorensen
    Citation: Advances in Bridge Engineering 2022 3:18
    Content type: original innovation Published on:

  35. Vehicle impact creates a dynamic loading condition at high strain rate exhibiting a unique interaction with the resisting structural members’ material properties. This interaction results in an increase in the...

    Authors: Suman Roy, Ikwulono D. Unobe and Andrew Sorensen
    Citation: Advances in Bridge Engineering 2022 3:16
    Content type: original innovation Published on:

  37. A novel shape memory alloy wires-based smart roller bearing (SMA-RBs) has been developed and its cyclic behavior under reverse cyclic loadings has been experimentally investigated. However, its efficacy and pe...

    Authors: Shuai Li, Hedayati Dezfuli Farshad, Jing Quan Wang and M. Shahria Alam
    Citation: Advances in Bridge Engineering 2022 3:14
    Content type: original innovation Published on:

  38. In bridge structural health monitoring, typically the dynamic response of the system is used to assess the health condition of the bridge. However, the dynamic interaction between a bridge and a passing vehicl...

    Authors: Neda Mostafa, Dario Di Maio, Richard Loendersloot and Tiedo Tinga
    Citation: Advances in Bridge Engineering 2022 3:12
    Content type: Original innovation Published on:

  39. A new self-centering concrete bridge column has been developed by the authors. The proposed bridge column uses unstressed partially unbonded seven-wire steel strands as elastic elements to reduce the residual ...

    Authors: Yu-Chen Ou, Jhen-Wei Wu and Ade Yuniati Pratiwi
    Citation: Advances in Bridge Engineering 2022 3:13
    Content type: original innovation Published on:

  41. Coastal bridges are susceptible to severe damage when subjected to successive earthquake-tsunami events. Previous studies mainly consider the tsunami loadings as hydrodynamic forces, whereas other hydrodynamic...

    Authors: Ruiwei Feng, Deming Zhu and You Dong
    Citation: Advances in Bridge Engineering 2022 3:10
    Content type: original innovation Published on:

  42. The one-directional three-component wave propagation in a T-shaped soil domain (1DT-3C) is a numerical modeling technique, in a finite element scheme, to investigate dynamic soil-structure interaction (SSI) co...

    Authors: Maria Paola Santisi d’Avila, Luca Lenti, Stefania Gobbi and Reine Fares
    Citation: Advances in Bridge Engineering 2022 3:9
    Content type: original innovation Published on:

  43. Non-stationary spatially variable ground motions (SVGMs) are commonly modelled as multivariate oscillatory processes based on evolutionary power spectral density (EPSD) functions. The existing conditional simu...

    Authors: Jubin Lu, Liang Hu, Zili Xia and Songye Zhu
    Citation: Advances in Bridge Engineering 2022 3:8
    Content type: original innovation Published on:

  46. Early detection of structural damages and making necessary interventions to repair them are one of the main challenges in structural health monitoring. The wavelet transform is one of the common methods for th...

    Authors: Seyyed Ali Mousavi Gavgani, Amir Ahmadnejad Zarnaghi and Sajad Heydari
    Citation: Advances in Bridge Engineering 2022 3:5
    Content type: Original Innovation Published on:

  47. Running safety of the railway vehicles on the bridge during earthquakes is a major concern for railway engineering. To reduce the derailment risk of railway vehicles on bridges, friction pendulum bearings (FPB...

    Authors: Zhibin Jin, Ke Chen and Jinzhe He
    Citation: Advances in Bridge Engineering 2022 3:4
    Content type: original innovation Published on:

  48. This article aims to study the quantitative calculation of pedestrian-induced footbridge vibration comfort. Firstly, the analytical expression for the vibration response was derived. In addition, the simplifie...

    Authors: Yuhao Feng, Deyi Chen, Zhenyu Wang, Shiping Huang and Yuejie He
    Citation: Advances in Bridge Engineering 2022 3:3
    Content type: original innovation Published on:

  49. To analyze the nonlinear torsional behavior of single-box multi-cell prestressed concrete (PC) or reinforced concrete (RC) composite box-girders with corrugated steel webs (BGCSWs), a new theoretical model cal...

    Authors: Kongjian Shen, Shui Wan, Yingbo Zhu, Debao Lyu and Zhiqiang Wu
    Citation: Advances in Bridge Engineering 2022 3:2
    Content type: original innovation Published on:

  50. Increased train speeds have led to significant train-induced wind problems. This paper describes a numerical study of the aerodynamic loads produced when a train passes under a bridge and the bridge dynamic re...

    Authors: Ziqi Liu, Xun Zhang, Tao Chen, Yuyi Liu and Bin Lu
    Citation: Advances in Bridge Engineering 2022 3:1
    Content type: original innovation Published on:
Submit manuscript
New Content Item

Advances in Bridge Engineering is affiliated with Southwest Jiaotong University.

Annual Journal Metrics

  • 2022 Speed
    6 days submission to first editorial decision for all manuscripts (Median)
    57 days submission to accept (Median)

    2022 Usage 
    57,781 downloads 

Indexed by

  • Scopus
  • DOAJ
  • Google Scholar
  • Transport Research International Documentation(TRID)
  • TD Net Discovery Service
  • ProQuest-ExLibris Summon
  • ProQuest-ExLibris Primo
  • OCLC WorldCat Discovery Service
  • EBSCO Discovery Service
  • Dimensions
  • CNPIEC
  • CNKI
  • CLOCKSS
  • Portico

  • Wanfang

  • ISSN: 2662-5407 (electronic)