ESTIMATION OF ULTIMATE STRENGTH OF FOLDED PLATE LIKE RETICULAR ARCHES BASED ON LINEAR EIGENVALUE ANALYSIS : Application of column buckling strength formula

Authors :: Masaaki Shomura
Shiro Kato
Yoichi Mukaiyama
Takashi Ueki
Source :: Journal of Structural and Construction Engineering (Transactions of AIJ). 439:103-110
Publication Year :: 1992
Publisher :: Architectural Institute of Japan, 1992.

Subjects :: Materials science
Buckling
Eigenvalue analysis
business.industry
Ultimate tensile strength
Reticular connective tissue
Structural engineering
Arch
business
Column (database)

ISSN :: 24330000 and 09108025
Volume :: 439
Database :: OpenAIRE
Journal :: Journal of Structural and Construction Engineering (Transactions of AIJ)
Accession number :: edsair.doi...........43d5edc4380c6244bc16f84e0c906bd0

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