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In this study, elevated railway structures constructed of reinforced concrete were inspected using active infrared thermography.
The cute-and-creepy tech giant is not a normal company, and its site is not normal either – narrow, as long as the Shard is tall, with changes of level and interruptions by railway structures.
A unique and important task in the seismic design of railway structures is to evaluate the running safety of trains undergoing seismic motion.
In this paper, we study a design method for minimizing the total cost of a wireless sensor network (WSN) used for health monitoring of railway structures.
Tall noise barriers recently installed on Japanese high speed railway structures have a low natural frequency; therefore, they may resonate with the train draft pressure that up until now has not been a crucial condition for practical design.
In most cases, the dynamic wheel load could be treated as a quasi-static load whereas it is later employed in flexural response and failure analysis of railway structures, according to the current design standard: AS1085.
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To verify numerical simulations, the railway structure was monitored by conventional strain gages.
The shakedown multiplier for multi-layered ballasted railway structure was determined as the minimum one among all layers.
The use of asphalt mixtures in railway tracks provides a positive contribution to the bearing capacity, stability, durability and more importantly damping properties of the railway structure particularly for the new generation of low-vibration-railway track systems.
Finally, it was found that the noise level of the railway using CFRPC sleeper was decreased by 4 dB compared to that using the polymer concrete sleeper, from the impact test of the scaled model of the railway structure.
One railway structure which did not fare well was the Euston Arch which was built in 1837.
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