A finite element model for seismic response analysis of deformable rocking frames

Author:

Vassiliou Michalis F.1,Mackie Kevin R.2,Stojadinović Božidar1

Affiliation:

1. Institute of Structural Engineering (IBK), Swiss Federal Institute of Technology (ETHZ); Stefano-Franscini-Platz 5 8093 Zürich Switzerland

2. Civil Environmental and Construction Engineering Department; University of Central Florida; 4000 Central Florida Blvd. Orlando FL 32816-2450 USA

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference61 articles.

1. Seismic experiments;Milne;Trans. Seism. Soc. Japan,1885

2. The behaviour of inverted pendulum structures during earthquakes;Housner;Bulletin of the Seismological Society of America,1963

3. Planar rocking response and stability analysis of an array of free standing columns capped with a freely supported rigid beam;Makris;Earthquake Engineering & Structural Dynamics,2013

4. Are some top-heavy structures more stable?;Makris;Journal of Structural Engineering,2014

5. Dynamically equivalent rocking structures;DeJong;Earthquake Engineering & Structural Dynamics,2014

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