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- W106697910 abstract "This paper presents an overview of a research project that investigates integral concrete pier and steel girder bridge systems for seismic regions. The major aspects of this research are to design an integral connection for a two-span, prototype bridge that consists of a single column bent, steel girders and a steel cap beam; to perform experimental verification of the connection details; and to establish the overall seismic performance of the bridge system. Two test units at 1/3-scale were planned for the experimental component of this study. Testing of the first unit has recently been completed, which exhibited satisfactory seismic performance by developing the plastic moment capacity in the column, as intended in the design. The superstructure response was elastic, confirming the adequacy of the girder-to-cap and column-to-cap connection details. The design approach, connection details, observed behavior, and preliminary test results for the first test unit are also included in the paper." @default.
- W106697910 created "2016-06-24" @default.
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- W106697910 date "2002-03-11" @default.
- W106697910 modified "2023-10-10" @default.
- W106697910 title "SEISMIC PERFORMANCE OF A CONCRETE COLUMN/STEEL CAP/STEEL GIRDER INTEGRAL BRIDGE SYSTEM" @default.
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