Published 1985
| Version v1
Book
Nonlinear response analysis in frequency domain
Creators
- 1. Taisei Corp., Tokyo (Japan). Nuclear Facilities Engineering Dept.
Description
This paper describes the analytical method of the nonlinear soil-structure intention due to base mat uplift. The superstructure is idealized as lumped masses and beams. The soil is represented as linear element in boundary element method. The base mat is assumed to be rigid and on an elastic half space. The analysis is performed iteratively in the frequency domain and also in the time domain. (orig.)
Additional details
Publishing Information
- Publisher
- North-Holland.
- Imprint Place
- Amsterdam (Netherlands)
- ISBN
- 0444 86957 3
- Imprint Title
- Transactions of the 8. international conference on structural mechanics in reactor technology. Vol. B
- Imprint Pagination
- 563 p.
- Journal Page Range
- p. 469-473.
Conference
- Title
- 8. international conference on structural mechanics in reactor technology (SMIRT-8).
- Dates
- 19-23 Aug 1985.
- Place
- Brussels (Belgium).
INIS
- Country of Publication
- Netherlands
- Country of Input or Organization
- Netherlands
- INIS RN
- 17035929
- Subject category
- S61: RADIATION PROTECTION AND DOSIMETRY;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- BOUNDARY CONDITIONS; EQUATIONS OF MOTION; FINITE ELEMENT METHOD; FLEXIBILITY; FLOWSHEETS; FREQUENCY DEPENDENCE; ITERATIVE METHODS; MATRICES; NUCLEAR POWER PLANTS; SOIL-STRUCTURE INTERACTIONS
- Descriptors DEC
- DIAGRAMS; DIFFERENTIAL EQUATIONS; EQUATIONS; INFORMATION; MECHANICAL PROPERTIES; NUCLEAR FACILITIES; NUMERICAL SOLUTION; PARTIAL DIFFERENTIAL EQUATIONS; POWER PLANTS; TENSILE PROPERTIES; THERMAL POWER PLANTS
Optional Information
- Secondary number(s)
- EUR--10001-DE/EN/FR.