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fib Subscribing members can and download up to five FIP reports every year. fib members can preview and download one FIP report every year.
Please note that some documents may have unreadable pages. The fib does its best to ensure that publications are readable. However, despite the high resolution scanning, some original copies have unreadable pages.
FIP Reports
Design and construction of prestressed ground anchorages
1996. Design and construction of prestressed ground anchorages.
Design and construction of prestressed concrete reactor vessels
1978. Design and construction of prestressed concrete reactor vessels
An international survey of in-service inspection experience with prestressed concrete pressure vessels and containments for nucelar reactors
1982. An international survey of in service inspection experience with prestressed concrete pressure vessels and containments for nuclear reactors.
The design and construction of prestressed concrete reactor vessels Addendum (PDF)
1990. The design and construction of prestressed concrete reactor vessels Addendum (PDF)
The design and construction of prestressed concrete reactor vessels Addendum (1990)
1990. The design and construction of prestressed concrete reactor vessels Addendum
Design of multi-storey precast concrete structures (PDF)
1986. Design of multi-storey precast concrete structures (PDF)
Concrete construction in hot weather (PDF)
1986. Concrete construction in hot weather (PDF)
Design and construction of concrete sea structures - 4th edition (PDF)
1985. Design and construction of concrete sea structures - 4th edition (PDF)
Practical design of reinforced and prestressed concrete structures (PDF)
1984. Practical design of reinforced and prestressed concrete structures (PDF)
Prefabricated thin-walled concrete units (PDF)
1984. Prefabricated thin-walled concrete units (PDF)
Demolition of reinforced and prestressed concrete structures (PDF)
1982. Demolition of reinforced and prestressed concrete structures (PDF)
Design philosophy for precast buildings of two or more storeys (PDF)
1982. Design philosophy for precast buildings of two or more storeys (PDF)
Ductility of tie connections for concrete components in precast structures (PDF)
1982. Ductility of tie connections for concrete components in precast structures
Recommendations for the design of flat slabs in post-tensioned concrete (using unbonded and bonded tendons) (PDF)
1980. Recommendations for the design of flat slabs in post-tensioned concrete (using unbonded and bonded tendons) (PDF)
Foundations of concrete gravity structures in the North Sea (PDF)
1979. Foundations of concrete gravity structures in the North Sea
Prestressed concrete: safety precautions in post-tensioning (PDF)
1989. Prestressed concrete: safety precautions in post-tensioning (PDF)
Recommendations for the acceptance of post-tensioning systems (PDF)
1993. Recommendations for the acceptance of post-tensioning systems (PDF)
Report on Prestressing Steel 6. The influence of stray electrical currents on the durability of prestressed concrete structures (35pp) (1980) (PDF)
1980. Report on prestressing steel: 6. The influence of stray electrical currents on the durability of prestressed concrete structures (PDF)
Report on Prestressing Steel 6. The influence of stray electrical currents on the durability of prestressed concrete structures (35pp) (1980)
1980. Report on prestressing steel: 6. The influence of stray electrical currents on the durability of prestressed concrete structures
Report on Prestressing Steel 4. Principles of quality assurance with respect to prestressing steels (PDF)
1979. Report on prestressing steel: 4. Principles of quality assurance with respect to prestressing steels. (PDF)
Recommendations for the acceptance of post-tensioning systems
1993. Recommendations for the acceptance of post-tensioning systems
Recommendations for segmental construction in prestress concrete (PDF)
1978. Recommendations for segmental construction in prestressed concrete. (PDF)
Prestressed concrete: safety precautions in post-tensioning
1989. Prestressed concrete: safety precautions in post-tensioning