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- W657088930 abstract "As earthquakes often occur in Japan, the dimensions of the substructures of bridges and their supports mainly depend upon seismic load for their design. In order to prevent the fall of superstructure or breaking of bridge seat concrete, the Substructure Specifications for Highway Bridges published in 1968 has defined the necessary distance from the edge of a bearing to the edge of a bridge seat in proportion to span length. Various types of damage to supports resulted from the Miyagiken-oki Earthquake in 1978. In consequence of a detailed investigation, the damage found among substructures designed with the above specifications could be classified into breakage of bearings and anchor bolts, cracking of bridge seat concrete, and slight damage to supports. The authors have undertaken a series of loading tests on bridge seat concrete to confirm the safety of structures built to present specifications and to examine more effective reinforcements, and have analysed the measured data. They have thus been able to confirm the validity of the specifications and have been able to propose some effective reinforcements. (Author)" @default.
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- W657088930 date "1984-06-01" @default.
- W657088930 modified "2023-09-27" @default.
- W657088930 title "STUDIES IN THE REINFORCEMENT OF BRIDGE SEATS AGAINST EARTHQUAKES" @default.
- W657088930 hasPublicationYear "1984" @default.
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