Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing
Author:
Affiliation:
1. Department of Civil Engineering; University of Toronto; Toronto; ON; Canada
2. Department of Civil, Geological and Mining Engineering; Ecole Polytechnique of Montreal; Montréal; QC; Canada
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2259/fullpdf
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3. Miranda E Ramirez CM Influence of residual displacements on building loss estimation Proc., 9 th US and 10 th Canadian Conf. on Earthquake Eng 2010
4. The behavior of inverted pendulum structures during earthquakes;Housner;Bulletin of the Seismological Society of America,1963
5. The seismic response of a reinforced concrete bridge pier designed to step;Beck;Earthquake Engineering and Structural Dynamics,1974
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