Dynamics and Seismic Performance of Bridges with Rocking Piers of Nonconventional Configuration

Author:

Thomaidis Ioannis M.1ORCID,Kappos Andreas J.2ORCID,Camara Alfredo3ORCID

Affiliation:

1. Civil Design Engineer, MYTILINEOS Renewables, Thessaloniki 55335, Greece; formerly, Dept. of Civil Engineering, City, Univ. of London, London EC1V 0HB, UK. ORCID: .

2. Professor, Faculty Lead in Structures, Dept. of Civil and Environmental Engineering, Khalifa Univ., Abu Dhabi, United Arab Emirates; formerly, Dept. of Civil Engineering, City, Univ. of London, London EC1V 0HB, UK (corresponding author). ORCID: .

3. Associate Professor, Dept. of Continuum Mechanics and Theory of Structures, Univ. Politécnica de Madrid, Madrid, Spain; formerly, Dept. of Civil Engineering, City, Univ. of London, London EC1V 0HB, UK. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference44 articles.

1. Comparative assessment of two rocking isolation techniques for a motorway overpass bridge;Agalianos A.;Front. Built Environ.,2017

2. Cyclic behavior of corroded fuse-type dissipaters for posttensioned rocking bridges;Andisheh K.;J. Bridge Eng.,2018

3. Seismic response of adjacent buildings with similar or different dynamic characteristics;Athanassiadou C. J.;Earthquake Spectra,1994

4. Rolling and rocking of rigid uplifting structures;Bachmann J. A.;Earthquake Eng. Struct. Dyn.,2019

5. Bachmann, J. A., M. F. Vassiliou, M. Broccardo, and B. Stojadinovic. 2019b. “Modelling of rocking structures: Are our models good enough?” In Proc., 2nd Int. Conf. on Natural Hazards & Infrastructure. Athens, Greece: Innovation Center on Natural Hazards and Infrastructure.

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