Five Span Continuous Rigid Frame Bridge Bearing Capacity Evaluation
Ding Han-fei
Abstract
Ding Han-fei
Abstract
A five span continuous rigid frame bridge in Zhejiang province employs two separate type two tank four-chambered structure box girder and V pier.To evaluate its actual performance and bearing capacity under test load and construction quality,static load test is made to check bridge span structure static strain,static deflection and dynamic load test is done to check bridge span structure dynamic strain,natural vibration frequency,impact coefficient.A comprehensive evaluation is given to the bridge structure load performance.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
A five span continuous rigid frame bridge in Zhejiang province employs two separate type two tank four-chambered structure box girder and V pier.To evaluate its actual performance and bearing capacity under test load and construction quality,static load test is made to check bridge span structure static strain,static deflection and dynamic load test is done to check bridge span structure dynamic strain,natural vibration frequency,impact coefficient.A comprehensive evaluation is given to the bridge structure load performance.
Key concepts: Structural engineering, Rigid frame, Pier, Span (engineering), Load testing, Bearing capacity, Deflection (physics), Box girder