Published 1995 | Version v1
Book

Response of two structures supported on common foundation

  • 1. Tata Consulting Engineers, Bombay (India)
  • 2. Nuclear Power Co. of India Ltd., Bombay (India)

Description

The present paper describes a parametric study of structure-structure interaction. The parameter's selected are stiffness and mass of the structures and stiffness of foundation medium. The paper concludes that in case of weak soils structures do interact through the common foundation and for rock-like foundation conditions there is no interaction between the structures. (author). 1 fig., 6 tabs

Part of:
Transactions of the 13. International Conference on Structural Mechanics in Reactor Technology. v. 3

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. 73-78.

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
27053272
Subject category
S58: GEOSCIENCES;
Resource subtype / Literary indicator
Conference
Descriptors DEI
BASEMENTS; BUILDINGS; DYNAMIC LOADS; EARTHQUAKES; FOUNDATIONS; GROUND MOTION; MECHANICAL STRUCTURES; NUCLEAR POWER PLANTS; SEISMIC EFFECTS; SEISMIC EVENTS; SEISMOLOGY; SITE SELECTION; SOIL-STRUCTURE INTERACTIONS
Descriptors DEC
MOTION; NUCLEAR FACILITIES; POWER PLANTS; SUPPORTS; THERMAL POWER PLANTS

Optional Information

Notes
Imprint:Conference organized by the International Association for Structural Mechanics in Reactor Technology and Universidade Federal do Rio Grande do Sul.