Published 2003 | Version v1
Computer medium

Seismic response of elastically restrained single bellows expansion joint in lateral mode

  • 1. Bharat Heavy Electricals Limited, Hyderabad (India)
  • 2. Indian Institute of Chemical Technology, Hyderabad (India)

Description

The present paper attempts to derive an exact solution for the seismic response of U type of single bellows that are considered elastically restrained against rotation to classical fixed-fixed case considered by Morishita et al. (author)

Part of:
ICONE-11: Proceedings of the 11th international conference on nuclear engineering

Additional details

Publishing Information

Publisher
Japan Society of Mechanical Engineers
Imprint Place
Tokyo (Japan)
Imprint Title
ICONE-11: Proceedings of the 11th international conference on nuclear engineering
Imprint Pagination
[3610 p.]
Journal Page Range
[6 p.]

Conference

Title
11. international conference on nuclear engineering
Acronym
ICONE-11
Dates
20-23 Apr 2003
Place
Tokyo (Japan)

INIS

Country of Publication
Japan
Country of Input or Organization
Japan
INIS RN
35042594
Subject category
S42: ENGINEERING; S22: GENERAL STUDIES OF NUCLEAR REACTORS;
Resource subtype / Literary indicator
Conference
Descriptors DEI
BELLOWS; CALCULATION METHODS; DYNAMIC LOADS; DYNAMICS; EARTHQUAKES; EXPANSION JOINTS; FLEXIBILITY; MECHANICAL VIBRATIONS; SEISMIC EFFECTS; SPECTRAL RESPONSE; STRESSES
Descriptors DEC
JOINTS; MECHANICAL PROPERTIES; MECHANICS; SEISMIC EVENTS; TENSILE PROPERTIES

Optional Information

Notes
This CD-ROM can be used for WINDOWS 9x/NT/2000/ME/XP, MACINTOSH; Acrobat Reader is included; Data in PDF format, Track No. 03, Session 3-1, ICONE-36400; 5 refs., 1 fig., 3 tabs.