Seismic Overturning of Rocking Structures with External Viscous Dampers-Reference-Cited by-同舟云学术

Seismic Overturning of Rocking Structures with External Viscous Dampers

Published:2013 Issue: Volume: Page:243-258
ISSN:1871-3033
Container-title:Computational Methods in Applied Sciences
language:
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Author:

Dimitrakopoulos Elias G.,De Jong Matthew J.

Publisher

Springer Netherlands

Link

http://link.springer.com/content/pdf/10.1007/978-94-007-6573-3_12

Reference14 articles.

1. Hogan SJ (1990) The many steady state responses of a rigid block under harmonic forcing. Earthq Eng Struct Dyn 19(7):1057–1071. doi: 10.1002/eqe.4290190709

2. Plaut RH (1995) Fractal behavior of an asymmetric rigid block overturning due to harmonic motion of a tilted foundation. Chaos Solitons Fractals 7(2):177–196

3. Zhang J, Makris N (2001) Rocking response of free-standing blocks under cycloidal pulses. J Eng Mech 127(5):473. doi: 10.1061/(ASCE)0733-9399(2001)127:5(473)

4. DeJong MJ (2012) Amplification of rocking due to horizontal ground motion. Earthq Spectra 28(4):1405–1421. doi: 10.1193/1.4000085

5. Housner GW (1963) The behavior of inverted pendulum structures during earthquakes (in an engineering report on the Chilean earthquakes on May 1960, Housner). Bull Seismol Soc Am 53(2):403–417

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