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Sizing the slenderness of free-standing rocking columns to withstand earthquake shaking

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Publication:396338
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DOI10.1007/S00419-012-0681-XzbMath1293.74305OpenAlexW1969815244MaRDI QIDQ396338

Michalis F. Vassiliou, Nicos Makris

Publication date: 13 August 2014

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00419-012-0681-x


zbMATH Keywords

stabilityearthquake engineeringrockinglimit state analysisseismic design


Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Soil and rock mechanics (74L10) Seismology (including tsunami modeling), earthquakes (86A15)


Related Items (2)

Modeling dynamic behavior of stacked sliding-rocking rigid blocks subjected to base excitation ⋮ Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading


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