Worst Imperfection (II)

Kiyohiro Ikeda; Kazuo Murota

doi:10.1007/978-1-4419-7296-5_9

Worst Imperfection (II)

Kiyohiro Ikeda, Kazuo Murota

ENG - Civil and Environmental Engineering

Research output: Chapter in Book/Report/Conference proceeding › Chapter

Abstract

The critical load of a structural system undergoing bifurcation is sensitive to imperfections (cf.,Chapter 3). In view of the engineering demand to consider the imperfection that reduces the critical load most rapidly, the worst imperfection1 has been formulated in Chapter 4 for simple critical points.

Original language	English
Title of host publication	Applied Mathematical Sciences (Switzerland)
Publisher	Springer
Pages	253-270
Number of pages	18
DOIs	https://doi.org/10.1007/978-1-4419-7296-5_9
Publication status	Published - 2010 Jan 1

Publication series

Name	Applied Mathematical Sciences (Switzerland)
Volume	149
ISSN (Print)	0066-5452
ISSN (Electronic)	2196-968X

ASJC Scopus subject areas

Applied Mathematics

Access to Document

10.1007/978-1-4419-7296-5_9

Fingerprint Dive into the research topics of 'Worst Imperfection (II)'. Together they form a unique fingerprint.

Cite this

@inbook{3c7535e6f46d4cb9a82f9752d10c41ba,

title = "Worst Imperfection (II)",

abstract = "The critical load of a structural system undergoing bifurcation is sensitive to imperfections (cf.,Chapter 3). In view of the engineering demand to consider the imperfection that reduces the critical load most rapidly, the worst imperfection1 has been formulated in Chapter 4 for simple critical points.",

author = "Kiyohiro Ikeda and Kazuo Murota",

year = "2010",

month = jan,

day = "1",

doi = "10.1007/978-1-4419-7296-5_9",

language = "English",

series = "Applied Mathematical Sciences (Switzerland)",

publisher = "Springer",

pages = "253--270",

booktitle = "Applied Mathematical Sciences (Switzerland)",

}

TY - CHAP

T1 - Worst Imperfection (II)

AU - Ikeda, Kiyohiro

AU - Murota, Kazuo

PY - 2010/1/1

Y1 - 2010/1/1

N2 - The critical load of a structural system undergoing bifurcation is sensitive to imperfections (cf.,Chapter 3). In view of the engineering demand to consider the imperfection that reduces the critical load most rapidly, the worst imperfection1 has been formulated in Chapter 4 for simple critical points.

AB - The critical load of a structural system undergoing bifurcation is sensitive to imperfections (cf.,Chapter 3). In view of the engineering demand to consider the imperfection that reduces the critical load most rapidly, the worst imperfection1 has been formulated in Chapter 4 for simple critical points.

UR - http://www.scopus.com/inward/record.url?scp=85068164412&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85068164412&partnerID=8YFLogxK

U2 - 10.1007/978-1-4419-7296-5_9

DO - 10.1007/978-1-4419-7296-5_9

M3 - Chapter

AN - SCOPUS:85068164412

T3 - Applied Mathematical Sciences (Switzerland)

SP - 253

EP - 270

BT - Applied Mathematical Sciences (Switzerland)

PB - Springer

ER -