120   Artículos

 
en línea
Massimiliano Pepe, Domenica Costantino and Vincenzo Saverio Alfio    
The aim of the paper is to identify a suitable method for assessing the deformation of structures (buildings, bridges, walls, etc.) by means of topographic measurements of significant targets positioned on the infrastructure under consideration. In parti... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Xianzheng Yu, Hua Liu, Xiaolin Fan, Liangyu Zhu, Chengqi Zhang and Shiyi Zhang    
In marine environments, bridge piers and columns are prone to corrosion caused by harmful media, particularly chloride ions. This corrosion can lead to cracking of the steel bars in the protective layer of the bridge piers. To enhance the corrosion resis... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Athanasios Bakalis, Triantafyllos Makarios and Vassilis Lekidis    
The seismic damage in reinforced concrete bridges is identified in this study using the ?M and P? hybrid technique initially developed for planar frames, where M signifies ?Monitoring? and P denotes ?Pushover analysis?. The proposed methodology involves ... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Jing Liu, Tao Zhang, Zhicheng Pan and Fanjun Ma    
Concrete-filled round-ended steel tubes (CFRTs) are a unique type of composite stub columns, which have the advantage of aesthetics and a well-distributed major?minor axis. Thus, the structure has been widely employed as piers and columns in bridges. To ... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Aldo Vesnaver and Luca Baradello    
Engineers need to know properties of shallow marine sediments to build piers, pipelines and even offshore windfarms. We present a method for estimating the density, P velocity and thickness of these sediments. The traveltime inversion of primary and mult... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Yisheng Zhang, Jiangfei Wang, Qi Zhou, Yingchun Cai and Wei Tang    
In this study, a quasi-stumps group structure was proposed and placed upstream of the bridge piers to mitigate the scour of the waterflow on the riverbed. Both experiment and numerical simulations using FLOW 3D were employed to study the protective effec... ver más
Revista: Water    Formato: Electrónico

 
en línea
Yu Sun, Wansong Xu and Sheng Shen    
Given that the existing drainage strengthening methods for underwater damaged piers are expensive, inefficient, and cause shipping traffic disruptions, an urgent need exists to explore undrained strengthening methods, such as the precast concrete segment... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Camilo San Martin, Cristian Rifo, Maricarmen Guerra, Bernd Ettmer and Oscar Link    
Bridges crossing rivers wider than 50 m are typically supported by piers. In a mobile riverbed, scour occurs around bridge piers, and it is the main cause of bridge collapses worldwide, especially during floods. While bridge pier scour has been extensive... ver más
Revista: Hydrology    Formato: Electrónico

 
en línea
Ivan Hafner, Tomislav Ki?icek and Matija Gams    
The seismic strengthening of buildings in earthquake-prone areas has been a hot topic in recent years, especially for masonry structures. Because there are so many masonry structures and because most were built before seismic codes existed, their seismic... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Pengxu Pan, Wei Chen and Pei Wu    
In this paper, a bearing in situ replacement scheme for an existing busy railway bridge is proposed; its safety and stability in the critical process of construction are analyzed, and the implementation scheme, problems, and their solutions in the actual... ver más
Revista: Applied Sciences    Formato: Electrónico

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