A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Full-Scale Bridge Testing: An Evaluation of Bridge Design Criteria
Four deck girder highway bridges were tested under the actions of three types of loading: (1) vibratory loading inducted by FHWA vibration generating equipment, (2) rolling loads simulating an HS20 loading with additional loads up to 132,000 pounds, and (3) static tests to failure. The research was directed toward the evaluation of design criteria related to three facets of bridge design: (1) lateral distribution of load, (2) dynamic response, and (3) ultimate strength and mode of failure. (Author)
Full-Scale Bridge Testing: An Evaluation of Bridge Design Criteria
Four deck girder highway bridges were tested under the actions of three types of loading: (1) vibratory loading inducted by FHWA vibration generating equipment, (2) rolling loads simulating an HS20 loading with additional loads up to 132,000 pounds, and (3) static tests to failure. The research was directed toward the evaluation of design criteria related to three facets of bridge design: (1) lateral distribution of load, (2) dynamic response, and (3) ultimate strength and mode of failure. (Author)
Full-Scale Bridge Testing: An Evaluation of Bridge Design Criteria
E. G. Burdette (author) / D. W. Goodpasture (author)
1971
210 pages
Report
No indication
English
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