Published 1995
| Version v1
Book
Study of horizontal-vertical interactive Sway Rocking (SR) model for basemat uplift. Part 1: formulation of non-linear characteristics of soil spring
Creators
Description
An evaluation method for the earthquake response at a low ground contact ratio is investigated. In order to evaluate the induced vertical motion due to the basemat uplift by using a relatively simple mathematical model, Sway Rocking model (SR model) for horizontal - vertical interactive response analysis is studied. An analytical study for the non-linear characteristics of the soil springs, which are attached to the SR model, is performed to formulate these characteristics by a function of the ground contact ratio. (author). 6 refs., 10 figs., 2 tabs
Additional details
Publishing Information
- Publisher
- Editora de Universidade Federal do Rio Grande do Sul.
- Imprint Place
- Porto Alegre, RS (Brazil)
- ISBN
- 85-7025-351-6
- Imprint Title
- Transactions of the 13. International Conference on Structural Mechanics in Reactor Technology. v. 3
- Imprint Pagination
- 647 p.
- Journal Page Range
- p. 43-48.
Conference
- Title
- 13. International Conference on Structural Mechanics in Reactor Technology.
- Dates
- 13-18 Aug 1995.
- Place
- Porto Alegre, RS (Brazil).
INIS
- Country of Publication
- Brazil
- Country of Input or Organization
- Brazil
- INIS RN
- 27053267
- Subject category
- S58: GEOSCIENCES;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- BASEMENTS; BUILDINGS; DYNAMIC LOADS; EARTHQUAKES; FOUNDATIONS; GROUND MOTION; MECHANICAL STRUCTURES; SEISMIC EFFECTS; SEISMIC EVENTS; SEISMOLOGY; SITE SELECTION; SOIL-STRUCTURE INTERACTIONS
- Descriptors DEC
- MOTION; SUPPORTS
Optional Information
- Notes
- Imprint:Conference organized by the International Association for Structural Mechanics in Reactor Technology and Universidade Federal do Rio Grande do Sul.