A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Investigation of Camber in Precast Concrete Bridge Girders
The following are the main objectives for the research project: To measure camber experienced by precast prestressed bridge girders during various phases of service life; To generate predicted camber in the studied girders through the FDOT beam program and Finite Element software; To investigate the differences between measured and predicted camber in precast prestressed girders; To experimental determine the distribution of prestresses losses in precast prestressed girders; and To make recommendations to the FDOT Structural Design Office regarding camber related issues.
Investigation of Camber in Precast Concrete Bridge Girders
The following are the main objectives for the research project: To measure camber experienced by precast prestressed bridge girders during various phases of service life; To generate predicted camber in the studied girders through the FDOT beam program and Finite Element software; To investigate the differences between measured and predicted camber in precast prestressed girders; To experimental determine the distribution of prestresses losses in precast prestressed girders; and To make recommendations to the FDOT Structural Design Office regarding camber related issues.
Investigation of Camber in Precast Concrete Bridge Girders
N. Yazdani (author) / P. V. Mtenga (author)
1997
140 pages
Report
No indication
English
PRECAST-PRESTRESSED CONCRETE - CAMBER VARIATION IN PRECAST GIRDERS - Florida DOT field monitoring
| Online Contents | 1999
Field Prestressing Repairs to Precast Concrete Bridge Girders
| British Library Conference Proceedings | 1993
Field Prestressing Repairs to Precast Concrete Bridge Girders
| British Library Conference Proceedings | 1994
Precast girders make Australian bridge
Engineering Index Backfile | 1964
Segmental and Conventional Precast Prestressed Concrete I-Bridge Girders
| Online Contents | 1997