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- W632084316 abstract "Static and dynamic tests were performed on a three-span reinforced concrete highway bridge in eastern Washington. The objective of these tests was to improve the ability of bridge engineers to assess the vulnerability of similar bridges to earthquakes. During a first series of tests, a University of Washington team measured the stiffness and strength of the bridge in its unaltered state. Large, slowly varying, cyclic loads were applied in the transverse direction of the bridge with hydraulic rams; small-displacement dynamic response was induced with an eccentric-mass shaker. The bridge was then isolated from the abutments and a second series of static tests was performed to measure the stiffness, strength, and toughness of the intermediate piers. Preliminary inspection of the measured data indicated that the tests provided good data with which to calibrate analytical models of bridge response. At a drift ratio (ratio of horizontal deflection to clear height of column) of less than 0.15%, the bridge resisted a transverse force equal to two-thirds the weight of the bridge. This large stiffness and strength were attributed to the contribution to resistance of the soil at the abutments and to the soil surrounding the columns at the intermediate piers. Tests of the piers demonstrated that, despite their deficiencies, the piers were able to resist forces up to approximately 40% of the weight of the bridge at a drift ratio of 3%." @default.
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- W632084316 date "1992-01-01" @default.
- W632084316 modified "2023-09-27" @default.
- W632084316 title "LATERAL-LOAD TESTS OF REINFORCED CONCRETE BRIDGE" @default.
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