Performance Evaluation of Short Span Reinforced Concrete Arch Bridges

Author:

Zanardo Giovanna1,Pellegrino Carlo2,Bobisut Carlo3,Modena Claudio4

Affiliation:

1. PhD, Dept. of Construction and Transportation Engineering, Univ. of Padova, via Marzolo 9, Padova 35131, Italy.

2. Assistant Professor, Dept. of Construction and Transportation Engineering, Univ. of Padova, via Marzolo 9, Padova 35131, Italy.

3. Civil Engineer, Dept. of Construction and Transportation Engineering, Univ. of Padova, via Marzolo 9, Padova 35131, Italy.

4. Full Professor, Dept. of Construction and Transportation Engineering, Univ. of Padova, via Marzolo 9, Padova 35131, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. American Concrete Institute (ACI) Committee 440. (2002). Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures Farmington Hills Mich.

2. Cardinale C. Orlando M. and Spinelli P. (2001). “Strengthening and repair works of an RC bridge over Arno River.” Structural faults and repair (CD-ROM) M. C. Forde ed. Engineering Technics Press Edinburgh U.K.

3. The arch: enduring and endearing

4. Federation Internationale du Béton (FIB). (2001). “Externally bonded FRP reinforcement for RC structures.” FIB Bulletin 14 T.G. 9.3 Lausanne Switzerland.

5. Arch responses to correlated multiple excitations

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