NEHRP Clearinghouse
- Title
- Impact of Aspect Ratio on Two-Column Bent Seismic Performance.
- File
- PB2007108152.pdf
- Author(s)
- Mostafa, K.; Sanders, D.; Saiidi, M. S.
- Source
- California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC., March 2004, 594 p.
- Identifying Number(s)
- CCEER-04-03
- Abstract
- The design of structural bridge elements like columns, beam-column joints, and cap beams has evolved in the past 20 years. Many experimental tests have been done in order to determine the behavior of bridge columns under seismic loading. Most of those tests were static performed with monotonic cyclic loading. Only a few of those tests were dynamically performed on shake tables to simulate the actual earthquakes. Based on the literature review, few studies were concerned about testing the seismic behavior of newly designed models; in particular, two-column bent models with hinged bases. Therefore, the objective of the present study was to test two-column bridge bents dynamically by subjecting them to actual time earthquakes. Three models with columns aspect ratios of 6.64, 4.5 and 2.5 and scale ratio of 0.3 were designed according to the updated Caltrans design criteria. The aspect ratio is the height of the column divided by the column diameter. The shake table was able to exert the record of the Sylmar earthquake, 1984, on the three specimens with various amplitudes. All deformations, rebar strains and mass accelerations were recorded during shaking. The three specimens behaved strongly and resisted high levels of the Sylmar earthquakes after experiencing high ductility levels. The two long specimens had a similar flexural behavior, whereas the short specimen had a hybrid between flexural and shear behavior.
- Keywords
- ; Bridges (Structures); Static loads; Columns (Supports); Hinges; Performance evaluation; Joints (Junctions); Beam tests; Concrete structures; Impact; Loads (Forces); Seismic effects; Design criteria; Earthquakes