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Cyclic tests on large‐scale models of existing bridge piers with rectangular hollow cross‐section

Pinto, A. V. / Molina, J. / Tsionis, G.

10.1002/eqe.311.abs

Cyclic tests on two large‐scale models of existing bridge piers with rectangular hollow cross‐section were performed in the ELSA laboratory. The prototype structure is an existing reinforced concrete highway bridge constructed in Austria in 1975. The piers presented several seismic deficiencies and consequently they showed poor hysteretic behaviour and limited deformation capacity as well as undesirable failure modes that do not comply with the requirements of modern codes for seismic‐resistant structures. Experimental data are compared to numerical and empirical predictions. Copyright © 2003 John Wiley & Sons, Ltd.

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Cyclic tests on large‐scale models of existing bridge piers with rectangular hollow cross‐section

Pinto, A. V. / Molina, J. / Tsionis, G.

10.1002/eqe.311.abs

Cyclic tests on two large‐scale models of existing bridge piers with rectangular hollow cross‐section were performed in the ELSA laboratory. The prototype structure is an existing reinforced concrete highway bridge constructed in Austria in 1975. The piers presented several seismic deficiencies and consequently they showed poor hysteretic behaviour and limited deformation capacity as well as undesirable failure modes that do not comply with the requirements of modern codes for seismic‐resistant structures. Experimental data are compared to numerical and empirical predictions. Copyright © 2003 John Wiley & Sons, Ltd.

Cyclic tests on large‐scale models of existing bridge piers with rectangular hollow cross‐section

Pinto, A. V. / Molina, J. / Tsionis, G.

10.1002/eqe.311.abs

Cyclic tests on two large‐scale models of existing bridge piers with rectangular hollow cross‐section were performed in the ELSA laboratory. The prototype structure is an existing reinforced concrete highway bridge constructed in Austria in 1975. The piers presented several seismic deficiencies and consequently they showed poor hysteretic behaviour and limited deformation capacity as well as undesirable failure modes that do not comply with the requirements of modern codes for seismic‐resistant structures. Experimental data are compared to numerical and empirical predictions. Copyright © 2003 John Wiley & Sons, Ltd.

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Title:

Cyclic tests on large‐scale models of existing bridge piers with rectangular hollow cross‐section

Contributors:

Pinto, A. V. (author) / Molina, J. (author) / Tsionis, G. (author)

Published in:

Earthquake Engineering & Structural Dynamics ; 32 ; 1995-2012

Publication date:

2003-11-10

Size:

18 pages

ISSN:

1096-9845 , 0098-8847

DOI:

https://doi.org/10.1002/eqe.311

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

existing bridge piers , bar cut‐off , lap splices , rectangular hollow cross‐section , tension shift , fibre model

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