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  1. The use of link slab (LS) made of Engineered Cementitious Composite (ECC) in the construction of joint-free bridge deck can meet structural performance requirements and enhance durability to minimize life cycl...

    Authors: Khandaker M. Anwar Hossain, Katie Chu and Mohamed Lachemi
    Citation: Advances in Bridge Engineering 2024 5:5
  2. Propped cantilever truss is not a common bridge construction technique. The performance of such bridges under operational and extreme loading is not reported in the literature either. In this paper, failure me...

    Authors: Rabindra Adhikari, Lalit Bhatt, Rewati Baruwal, Dipendra Gautam and Rajesh Rupakhety
    Citation: Advances in Bridge Engineering 2024 5:4
  3. During the life-cycle service of the constructed large span bridges, they face various threats every day due to the sophisticated operational environments. To ensure the structural safety, it is necessary to d...

    Authors: Ziyuan Fan, Xiaoli Tang, Yang Chen, Yuan Ren, Chao Deng, Zihang Wang, Ying Peng, Chenghong Shi and Qiao Huang
    Citation: Advances in Bridge Engineering 2024 5:2
  4. Reinforced concrete (RC) bridge decks are directly exposed to daily traffic loads and often experience surface cracking caused by excessive stress or fatigue accumulation. The bridge deck fatigue performance o...

    Authors: Yufen Zhou and Suren Chen
    Citation: Advances in Bridge Engineering 2024 5:1
  5. Bridge deck condition assessments are typically conducted through visual inspections and by incorporating traditional contact sensors for Non-Destructive Evaluation techniques such as hammer sounding and chain...

    Authors: Issa Al Shaini and Adriana C. Trias Blanco
    Citation: Advances in Bridge Engineering 2023 4:31
  6. To reliably assess the condition of concrete structures, a surface wave-based comprehensive index has been developed. Considering various factors (e.g., aggregate types) influencing the surface wave-based char...

    Authors: Xiang Xu, Jiasheng Lan, Ahmet Serhan Kırlangıç and Maria Anna Polak
    Citation: Advances in Bridge Engineering 2023 4:29
  7. A mathematical morphological filter-based de-noising method is developed in this study for bridge cable force monitoring data. Structure elements, one of the most important parameters in the mathematical morph...

    Authors: Chao Deng, Yi Li, Wei Zou, Yuan Ren, Ying Peng and Zhuo’er Han
    Citation: Advances in Bridge Engineering 2023 4:28
  8. This paper proposes a weakly-supervised structural surface crack detection algorithm that can detect the crack area in an image with low data labeling cost. The algorithm consists of a convolutional neural net...

    Authors: Chao Liu and Boqiang Xu
    Citation: Advances in Bridge Engineering 2023 4:27
  9. Sichuan kahalo Jinsha River Bridge is a suspension bridge with a main span of 1030 m, and the anchorages on both sides are gravity anchorages. In order to adapt to special terrain and geological conditions, an...

    Authors: Qiyu Tao, Qigang Xu, Li Chen and Rui Gu
    Citation: Advances in Bridge Engineering 2023 4:26
  10. In this paper, a new framework is proposed for monitoring the dynamic performance of bridges using three different camera placements and a few visual data processing techniques at low cost and high efficiency....

    Authors: Yongsheng Bai, Halil Sezen, Alper Yilmaz and Rongjun Qin
    Citation: Advances in Bridge Engineering 2023 4:25
  11. The most time-consuming processes involved in bridge deck construction are laying and tying conventional reinforcement and verifying the required cover. Thus, there is a need within bridge construction technol...

    Authors: Sam Kafaji and Raad Azzawi
    Citation: Advances in Bridge Engineering 2023 4:23
  12. In bridge structural health monitoring, the response of the bridge while the vehicle is on the bridge, is called a vehicle-bridge interaction (VBI) response. If the vehicle and the bridge are dynamically coupl...

    Authors: Neda Mostafa, Dario Di Maio, Richard Loendersloot and Tiedo Tinga
    Citation: Advances in Bridge Engineering 2023 4:22
  13. 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
  14. 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
  15. 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
  16. 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
  17. 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
  18. 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
  19. 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
  20. 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
  21. 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
  22. 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
  23. 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
  24. 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
  25. 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
  26. 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
  27. 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
  28. 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
  29. 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
  30. 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
  31. 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
  32. 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
  33. 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
  34. 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
  35. 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

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