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However, the adoption of large gap into PC bridge will increase the construction and seismic reinforcement costs since relatively large expansion joints have to be used.
In this research, experimental and analytical study was conducted to investigate the feasibility, performance, and most efficient configuration for repairing laterally damaged PC bridge girders using bonded CFRP laminates under both fatigue and static loading.
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Future work to assess if miRNAs are regulated by ERα in PC will bridge the gap between transcriptional and translational profiling of PC cells expressing ERα.
Results provide engineers with useful guidelines to design PC precast bridges.
The parametric study showed a good correlation for the cost, geometric and reinforcement characteristics with the span length, which can be useful for the day-to-day design of PC precast bridges.
Notebook PCs that bridge insufficiently powerful netbooks with desktop-like performance.
This property of steel fibers can be helpful particularly at service load level in PC highway-bridge beams.
This paper implements an evolutionary operations based global optimization algorithm for the minimum cost design of a two span continuous prestressed concrete (PC) I-girder bridge structure.
The responses of a 24 m-span PC box girder bridge are calculated.
In this paper, the possibility of the cable loosening in a PC cable-stayed bridge is discussed by using a cable model that can express the cable loosening.
This paper summarizes results of a research project that encompassed 1 8 scale model testing and analyses of a three-span continuous, prestressed concrete (PC), box girder bridge having a 45° skew.
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