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Seismic response of bridge pier on rigid caisson foundation in soil stratum

โœ Scribed by C. Tsigginos; N. Gerolymos; D. Assimaki; G. Gazetas


Book ID
107512500
Publisher
Institute of Engineering Mechanics, China Earthquake Administration
Year
2008
Tongue
English
Weight
446 KB
Volume
7
Category
Article
ISSN
1671-3664

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Winkler model for lateral response of ri
โœ Nikos Gerolymos; George Gazetas ๐Ÿ“‚ Article ๐Ÿ“… 2006 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 1001 KB

A generalized spring multi-Winkler model is developed for the static and dynamic response of rigid caisson foundations of circular, square, or rectangular plan, embedded in a homogeneous elastic. The model, referred to as a four-spring Winkler model, uses four types of springs to model the interacti