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Journal of Constructional Steel Research

Volumn 57, Issue 9, 2001, Pages 997-1013

Parametric study of double angle framing connections subjected shear and tension

(3) Hong, K a Yang, J G b Lee, S K c

a Yonsei University (South Korea)

b Catholic Kwandong University (South Korea)

c Dongyang University (South Korea)

Author keywords

Angle thickness; Axial tensile load; Double angle connection; Gage distance; Nonlinear behavior; Three dimensional finite element analysis

Indexed keywords

BOLTS; FINITE ELEMENT METHOD; SHEAR STRENGTH; TENSILE STRENGTH;

DOUBLE ANGLE FRAMING CONNECTION;

STEEL RESEARCH;

CONNECTION;

EID: 0035448044 PISSN: 0143974X EISSN: None Source Type: Journal
DOI: 10.1016/S0143-974X(01)00019-0 Document Type: Article

Times cited : (20)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.