Published 1987 | Version v1
Book Metadata-only

Non-linear FEM analysis of RC box walls under oblique horizontal loading

Creators

  • 1. Takenaka Komuten Co. Ltd., Tokyo (Japan). Technical Research Lab.

Description

Shear slip failure observed in the experiment of the box wall could be simulated by imposing a limitation to shear strain of concrete element. Both results of experiment and analysis confirm that the ultimate load of box wall becomes larger with the increase of the loading angle. For the earthquake proof design of the box structures, the ultimate loads of direction parallel to the side of wall is the least compared to the other directions. (orig./HP)

Additional details

Publishing Information

Publisher
Balkema.
Imprint Place
Rotterdam (Netherlands)
ISBN
90-6191-769-7
Imprint Title
Transactions of the 9th international conference on structural mechanics in reactor technology. Vol. H
Imprint Pagination
639 p.
Journal Page Range
p. 321-326.

Conference

Title
9. biennial international conference on structural mechanics in reactor technology (SMIRT-9).
Dates
17-21 Aug 1987.
Place
Lausanne (Switzerland).

INIS

Country of Publication
Netherlands
Country of Input or Organization
Netherlands
INIS RN
19046168
Subject category
S21: SPECIFIC NUCLEAR REACTORS AND ASSOCIATED PLANTS; S21: SPECIFIC NUCLEAR REACTORS AND ASSOCIATED PLANTS;
Resource subtype / Literary indicator
Conference
Descriptors DEI
COMPRESSION STRENGTH; CONTAINMENT BUILDINGS; CRACKS; DYNAMIC LOADS; EARTHQUAKES; FAILURES; FINITE ELEMENT METHOD; MOCKUP; NONLINEAR PROBLEMS; REINFORCED CONCRETE; SEISMIC EFFECTS; STRAINS; STRESS ANALYSIS
Descriptors DEC
BUILDING MATERIALS; BUILDINGS; COMPOSITE MATERIALS; CONCRETES; CONTAINMENT; MATERIALS; MECHANICAL PROPERTIES; NUMERICAL SOLUTION; REINFORCED MATERIALS; STRUCTURAL MODELS