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Efficient design of truss footbridges with stiffness-proportional inerters Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-04-19 Nir Itzhak Ben-Israel, Oren Lavan
Excessive vibrations in footbridges have recently received more attention from researchers and professionals. This has resulted in a surge in popularity for passive energy dissipation systems, such...
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A resilience-based methodology to assess the degree of interdependency between infrastructure Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-04-17 Davide Forcellini
Seismic vulnerability of urban regions depends on the infrastructure systems that need to remain operative during and after earthquakes. In modern societies, the increasing interdependence of the v...
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Value of information from fatigue monitoring of the monopile foundation of an offshore wind turbine Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-04-15 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...
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A risk-based quantitative approach for priority assessment of ageing bridges accounting for deterioration Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-04-12 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...
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Elastic-plastic flexural behavior of hybrid steel girder bridge considering welded residual stress Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-04-12 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...
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Numerical and experimental study of a suspension bridge with combined viscous-steel damping system under train and seismic loads Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-04-09 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 ...
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A global framework for data-informed bridge examination Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-04-08 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...
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Detecting, monitoring and modeling damage within the decision-making process in the context of managing bridges: a review Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-03-25 Ana Carolina Pereira Martins, José Maria Franco de Carvalho, Maria Cláudia Sousa Alvarenga, Diôgo Silva de Oliveira, Kléos Magalhães Lenz César Júnior, José Carlos Lopes Ribeiro, Galileu Silva Santos, Rogério Calazans Verly
The expansion of transportation infrastructure and the aging and deterioration of its constituent elements make bridge maintenance management programs more expensive and complex. In this context, a...
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Experimental and numerical investigation of the hysteretic behavior of reinforced concrete column-steel beam interior joints under low seismic intensity levels Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-03-25 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...
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Bridge safety assessment, maintenance, monitoring, and life-cycle performance Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-03-25 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)
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Deep learning and image preprocessing-based crack repair trace and secondary crack classification detection method for concrete bridges Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-03-23 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...
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Impact of vertical girder deformations on the high-speed train operation performance Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-03-20 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...
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Seismic performance of precast piers connected by grouted splice sleeve with Central-tenon enhancement: experimental validation and system-level fragility study Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-03-11 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 ...
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Mechanical behavior and track geometry evaluation of long-span cable-stayed bridges with ballastless tracks Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-29 Zhihui Zhu, Zengzhen Ren, Weiqi Zheng, Wenshuo Liu, Diping Li, Guang Ma
Ballastless tracks have been widely used in China’s high-speed railways; however, they have only recently been laid on 300 m-class cable-stayed bridges. For cable-stayed bridges with a longer span,...
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Configuring Taiwan’s highway bridge performance indicator: a semi-quantitative risk assessment approach Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-29 John Mark M. Tabor, Hsien-Ke Liao, Nie-Jia Yau, Angela Louise P. Antonio
The Taiwan Bridge Management System (TBMS) calculates the condition index (CI) of every highway bridge in its inventory using the latest findings from biennial routine inspections. However, the com...
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Asset management, condition monitoring and Digital Twins: damage detection and virtual inspection on a reinforced concrete bridge Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-25 Arnulf Hagen, Trond Michael Andersen
In April 2021 Stavå bridge, a main bridge on E6 in Norway, was abruptly closed for traffic. A structural defect had seriously compromised the bridge’s structural integrity. The Norwegian Public Roa...
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A probabilistic framework for the resilience assessment of transport infrastructure systems via structural health monitoring and control based on a cost function approach Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-22 Marco Domaneschi, Raffaele Cucuzza, Luca Martinelli, Mohammad Noori, Giuseppe Carlo Marano
The essential role of transport infrastructure systems for economic development, territorial cohesion and social transformation is widely recognized. However, key structural components of this syst...
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Damage detection for structural health monitoring using reinforcement and imitation learning Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-27 Shervin Khazaeli, James-A. Goulet
Structural damages are responsible for expenses associated with maintaining the safety and serviceability of infrastructures. Detecting damages is difficult because they often develop over years af...
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A study of stone arch bridge’s flood reliability through a surrogate model approach Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-26 Edward A. Baron, Carlos Mendoza Cabanzo, Ana Margarida Bento, Jose C. Matos, Rui Calçada, Kenneth Gavin
Europe’s historic masonry arch bridges are culturally and economically significant, but their long-term safety must be ensured. Scour effects are the most common cause of collapse, so it is necessa...
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Cable-stayed bridge all-round morphology identification based on 3D point cloud model Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-26 Yanjie Zhu, Ibrahima Diaw, Wen Xiong
Traditional inspection methods, that is, total station, can be labor-intensive, time-consuming, and efficiently challenging, especially for long-span cable-supported bridges. Recently, Terrestrial ...
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A new approach for detecting the damage of underground bridge foundations using transfer resistance Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-21 Ronald Stephan Alvarez Reyes, Shigeki Unjoh
Natural disasters such as earthquakes and tsunamis have shown that bridge structures are an important part of the arterial roadways used for emergency transportation and evacuation. Accordingly, co...
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Effect of coarse calcareous aggregates on corrosion of steel reinforcement in marine concretes Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-21 Robert E. Melchers, Igor A. Chaves, Goran Simundic
Finely ground limestone, perhaps as part cement replacement, has been shown to reduce concrete permeability and enhance strength. Whether this holds also for coarse limestone aggregates is of both ...
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Fatigue durability of proposed vertical stiffener to deck connection details in orthotropic steel decks Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-13 Atsushi Tanabe, Hideyuki Konish, Tetsuya Kano, Katsuo Numa, Masahiro Sakano
Many fatigue cracks were reported at welded joints between vertical stiffeners and deck plates in orthotropic steel decks (OSDs) in Japan. These fatigue cracks were caused by restraining deck’s def...
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New technologies for bridge inspection and monitoring: a perspective from European Union research and innovation projects Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-12 Konstantinos Gkoumas, Marcin Stepniak, Ilias Cheimariotis, Fabio Marques dos Santos
Europe’s transportation infrastructure including bridges requires optimised maintenance plans and adequate monitoring throughout its life cycle to ensure safety and serviceability. The deployment o...
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Experimental verification of a data-driven algorithm for drive-by bridge condition monitoring Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-12 Robert Corbally, Abdollah Malekjafarian
As the world’s transport infrastructure ages, the importance of bridge condition monitoring is becoming increasingly acknowledged. Large-scale deployment of existing inspection and monitoring techn...
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Modeling near-real-time multiphase cascading failures across interdependent power, water, and gas infrastructure Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-02-08 Ahmad Momeni, Hasala I. Dharmawardena, Vindhyawasini Prasad, Kalyan R. Piratla, Ganesh K. Venayagamoorthy
The interdependencies among infrastructures including power, water and gas (PWG) are complex, often hidden and therefore poorly understood. This paper presents a near-real-time transient-based mode...
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An analytical model for asymmetric wire breaking in unbonded prestressed single- and multi-strands Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-01-29 Taotao Wu, Weizhen Chen, Mitsuyoshi Akiyama, Dan M. Frangopol, Boshan Zhang
A novel analytical model is proposed to improve the accuracy of predicting the mechanical response of a strand with asymmetrically broken wires. This model incorporates a new approach to compute th...
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Probabilistic corrosion hazard maps for reinforced concrete infrastructure in coastal regions Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-01-18 Giuseppe Quaranta, Gian Felice Giaccu, Bruno Briseghella, Camillo Nuti
The development of probabilistic corrosion hazard maps for reinforced concrete infrastructure exposed to airborne chlorides in coastal regions is addressed in the present work, with special attenti...
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Socio-technical systems integration and design: a multi-objective optimisation method based on integrative preference maximisation Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-01-16 H. J. van Heukelum, R. Binnekamp, A. R. M. Wolfert
Current systems design optimisation methodologies are one-sided, as these ignore the socio-technical integration between stakeholder preferences (‘what a human wants’) and the capability of technic...
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Uncertainty quantification in the strain response of prestressed reinforced concrete structures using fractile based sampling Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-01-09 Xingjian Wang, Alfred Strauss, Norbert Randl, Paolo Bocchini
The probabilistic evaluation of the capacity and response of structural systems is often done by probabilistic simulation. This approach relies on a considerable number of deterministic analyses to...
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Failure modes-based seismic fragility analysis of concrete gravity dams considering concrete heterogeneity Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2024-01-02 Xunqiang Yin, Shutong Xu, Xiaoyan Li
The heterogeneity of mass concrete often leads to the initiation of micro-cracks in gravity dams, while the accumulation of damage of concrete on the meso-scale leads to the cracking behaviour on t...
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Bridge vulnerabilities and collapses: the Italian experience Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-12-25 Pier Giorgio Malerba
Many recent collapses concerned old bridges, but also modern ones, often having the same age, the same types of materials, and the same technologies. Therefore, it is crucial to analyse the errors ...
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Exploring the potential of the semi-active inertial absorber in control resonant effects for short-to-medium span high-speed railway bridges Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-12-19 Khanh Nguyen, José Manuel Soria, Iván Muñoz Díaz, José María Goicolea
Unlike other civil structures, railway bridges commonly experience changes in their operating conditions, such as the introduction of new train models or higher traffic speeds. These changes can le...
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Analysis of debonding mechanism and concrete cover failure of steel and steel fibre reinforced concrete composite beams Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-12-18 Kai Wu, Yanjie Zhang, Yang Li, Qingqing Liang, Shiyuan Qian
To solve the construction problems of steel reinforced concrete structures, the rebar cage was replaced by steel fibres, thus an innovative structure, steel and steel fibre reinforced concrete (SSF...
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A forensic investigation of progressive bridge collapse under floods and asymmetric scour validated by incident video footages Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-12-15 Rongzhao Zhang, Wen Xiong, Xiaolong Ma, C.S. Cai
Hydraulic bridge failures generally occur abruptly and are unpredictable, which leads to difficulties in tracing causes due to the unavailability of the actual structural and conditional state at t...
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Hybrid simulation tests evaluating the seismic performance of lead high-damping rubber bearings at low temperatures Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-12-18 Yuqing Tan, Ji Dang, Akira Igarashi, Takehiko Himeno, Yuki Hamada
As a hybrid rubber isolation bearing, the lead high-damping rubber bearing (LHB) exhibits enhanced seismic isolation and energy dissipation performance by combining lead cores and high-damping rubb...
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UAV-driven approach for assisting structural health monitoring of port infrastructure Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-12-11 Christina N. Tsaimou, Panagiotis Sartampakos, Vasiliki K. Tsoukala
Port engineering planning and management seek to confront challenges affecting the functional and structural capacity of port systems. To achieve this, design, maintenance, and rehabilitation strat...
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A consistent approach to the calibration of partial factors for permanent and variable loads in the 2nd generation of the Eurocodes Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-12-08 Paolo Formichi, Filippo Landi, Pietro Croce
In view of the development of the 2nd generation of structural Eurocodes, a discussion about target reliability levels and the calibration of partial factors for actions has started and it is curre...
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Decision support and structural assessment of a corroding reinforced concrete bridge considering new information Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-12-01 Frida Liljefors, Jochen Köhler
Periodic visual inspections are the primary assessment method to ensure structural safety of existing bridges in practice. The influence of the collected inspection data on the structural reliabili...
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Twinning of the Egongyan Bridge Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-30 Xiaohu Chen, Yong Qi, Man-Chung Tang
The First Egongyan Bridge in Chongqing, China was opened to traffic on December 27, 2000. It carries six-lanes of city traffic and two pedestrian paths, one on each side. It is a 600 m span suspens...
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Car-following model calibration with load effect as additional optimisation objective Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-24 Zeren Jin, Fangce Guo, Aruna Sivakumar, Xin Ruan
Calibrating a car-following model is an essential component in the traffic load analysis of bridges, since the parameter set fundamentally determines the spatiotemporal distributions of the vehicle...
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Time-dependent reliability assessment of existing concrete bridges with varying knowledge levels by proof load testing Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-24 Rein de Vries, Eva O. L. Lantsoght, Raphaël D. J. M. Steenbergen, Sonja A. A. M. Fennis
In the evaluation of existing bridges and viaducts, relying solely on a desk study is often inadequate for determining their structural reliability. Performing a proof load test provides valuable f...
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Detection, localisation and quantification of stiffness loss in a bridge using indirect drive-by measurements Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-19 Arturo González, Kun Feng, Miguel Casero
Drive-by health monitoring uses the measurements gathered on a vehicle while traversing a bridge to assess its condition. To date, drive-by monitoring has been mostly proposed as a pre-screening to...
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The strengthening of the 130-year-old San Michele bridge in Paderno d’Adda, Italy – an experience between past and present Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-19 Pier Giorgio Malerba
The San Michele Bridge in Paderno, Italy, is a prime example of the refurbishment of a historic structure. An architectural and historical landmark, it is the last of a remarkable group of trussed ...
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Shear mechanism and strength calculation of steel shear keyed dry joints in precast segmental bridges Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-16 Yu Zou, Dong Xu, Qinlong Jia
Precast concrete segmental bridges (PCSBs) are prone to weakness at the joints. To ensure accurate positioning and effective force transmission between segments, steel shear keyed joints were desig...
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Diagnostic load testing and assessment of a corroded corrugated metal pipe culvert before rehabilitation Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-15 Sajjad Safari, Tyler DuBose, Monique H. Head, Harry W. Shenton III, Jovan Tatar, Michael J. Chajes, Jonathan Karam, Jason N. Hastings
Buried culverts are important structures within the civil infrastructure that convey water beneath roadways, bridges, and other systems while also being load bearing. However, many culverts are det...
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Framework to evaluate the value of monitoring-technique information for structural performance monitoring Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-16 Numa J. Bertola, Eugen Brühwiler
The management of existing civil infrastructure is becoming more crucial as a large share of bridges is approaching their theoretical end of service duration. Structural performance monitoring aims...
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Probabilistic connectivity assessment of bridge networks considering spatial correlations associated with flood and seismic hazards Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-10 Putri S. Firdaus, Hiroshi Matsuzaki, Mitsuyoshi Akiyama, Koki Aoki, Dan M. Frangopol
To estimate the connectivity of a road network, it is crucial to evaluate the correlation of hazard intensities among individual bridge locations since the probability of multiple bridges being dam...
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Flexural strengthening of reinforced concrete beams with different levels of damage using ambient-cured ultra-high performance concrete Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-10 Chen Wu, Xiaofei Xiao, Shenglan Ma, Kedan Chen, Guoliang Lin
This paper proposes an ambient-cured ultra-high performance concrete (ACUHPC) by optimising its mixing procedure based on general materials. Seven reinforced concrete (RC) beams were designed and s...
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Seismic performance assessment and benefit-cost analysis of mid-rise reinforced concrete base-isolated building using double-curvature friction pendulum bearings Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-09 Jagajyoti Panda, Vijay Singh, Ratish Jain, Vasant Matsagar
Base isolation technology is highly advocated by the research community worldwide for efficient mitigation of earthquake-induced vibrations and alleviating seismic risks posed to civil engineering ...
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Feasibility study on intelligent bridge combined with smart monitoring techniques Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-07 Ayaho Miyamoto, Akito Yabe, Petr Hradil, Ilkka Hakola
This article proposes an innovative concept of an intelligent bridge system that integrates sensors, a processing unit, and an actuator to maintain bridge safety and performance even in the face of...
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Evaluating the accuracy of predicted bridge condition using machine learning: the role of condition history Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-05 Parham Paydavosi, Mohammad Saied Dehghani, Sue McNeil
Effective maintenance decisions for bridges depend on accurate performance prediction. Machine learning (ML) models use historical bridge performance data to learn and predict performance. However,...
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A time and cost-effective strengthening of RC half joint bridges exposed to brittle failure: application to a case study Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-02 Mauro Sassu, Mario Lucio Puppio, Fabio Doveri, Martina Ferrini, Fausto Mistretta
This paper addresses the strengthening of a reinforced concrete (RC) road bridge with Gerber-type beams, prompted by the recent collapses of some Italian bridges. The study discusses the characteri...
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Service life extension of strategic bridges Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-02 Franco Bontempi, Francesco Petrini, Marina Mazzacane, Michele Ronchi, Michelangelo Monno, Rosalia Piscopo
This article reports the process that allowed to check the condition of a steel railway bridge having a strategic position within the network. The framework representing the actions needed for the ...
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Investigating bridge vibrational modes under operational conditions using time-frequency analysis Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-11-02 Yazhou Qin
This study aims to accurately and effectively investigate the instantaneous frequency (IF) of the monitored acceleration of the bridge, as well as the individual components of the monitored signal,...
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Seismic control of a long-span triple-tower suspension bridge using hysteretic steel damper Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-10-30 Tianyou Tao, Xuehua Wen, Hao Wang, Chenxi Xing, Chunfeng Wang
The seismic performance of a long-span triple-tower suspension bridge is a critical consideration in engineering communities. To promote a better seismic design, this paper presents a parametric st...
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Impact of asymmetrical corrosion of piers on seismic fragility of ageing irregular concrete bridges Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-10-29 Ebrahim Afsar Dizaj, Mohammad R. Salami, Mohammad M. Kashani
This article investigates the seismic fragility of ageing irregular multi-span reinforced concrete (RC) bridges. Different irregularity sources are considered, including: (i) substructure stiffness...
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Seismic collapse safety assessment of suspended zipper-braced frames Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-10-28 Mohammad Ali Mohammad Taghizadeh, Abbas Karamodin
Seismic evaluation of suspended zipper-braced frames, which are an alternative to inverted-V-braced frames to improve their seismic behavior, is of greatest significance to determine the level of c...
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Potential change of failure modes and time-dependent behavior of RC beams under a marine atmospheric environment Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-10-27 Zhiwen Ye, Weiping Zhang, Xianglin Gu
Stirrups always corrode earlier than the longitudinal steel bars in RC beams, and the corrosion degree is higher. Stirrups will lose their bearing capacity due to corrosion, leading to a decrease i...
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Fragility of bridge decks exposed to hydraulic and driftwood actions Struct. Infrastruct. Eng. (IF 3.7) Pub Date : 2023-10-27 Alessandro Pucci, Hélder S. Sousa, Linda Giresini, José C. Matos, Fabio Castelli
A resilient bridge network is vital to a community recovery after natural disasters. Floods are the main cause of bridge collapses, but there is little research on the combined fragility of single-...