Tolerable Movement Criteria for Highway Bridges
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1985-10-01
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Edition:Final Report
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Abstract:This investigation included (a) a state-of-the-art assessment of tolerable bridge movements based on a literature review, an appraisal of existing design specifications and practice, the collection and analysis of field data on foundation movements, structural damage and the tolerance to movements for a large number of bridges (314) in the United States and Canada, and an appraisal of the reliability of the methods currently used for settlement prediction; (b) a series of analytical studies to evaluate the effect of different magnitudes and rates of differential movement on the potential level of distress produced in a wide variety of steel and concrete bridge structures of different span lengths and stiffnesses; and (c) the development of a methodology for the design of bridges and their foundations that embodies a rational set of criteria for tolerable bridge movements.
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Main Document Checksum:urn:sha-512:43e9e86bdc2824e7362442ebaf67589550b9711fbf8a4929770c34cff519c762534bb1825c7699cdf48cc59e47cbd4371ecdd71d172f71b676e2a8ed3b0daa1a
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