Second-order P-Δ-δ analysis and design of angle trusses allowing for imperfections and semi-rigid connections

Advanced Steel Construction

Volumn 1, Issue 1, 2005, Pages 169-183

  Chan, S L ^a   Cho, S H ^b  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^b NONE

Author keywords

Eccentricity; Effective length; Initial curvature; Nonlinear analysis; Second order effects

Indexed keywords

ANALYSIS AND DESIGN; ANGLE SECTIONS; BRACING MEMBERS; CODE DESIGNS; COMPRESSION MEMBER; DESIGN CODES; DESIGN METHOD; ECCENTRIC FORCE; EFFECTIVE LENGTH; END MOMENT; EUROCODE 3; INITIAL CURVATURE; LABORATORY TEST; LOAD ECCENTRICITY; METHOD OF ANALYSIS; ROOF TRUSS; SECOND ORDER EFFECT; SECOND ORDERS; SEMIRIGID CONNECTIONS; SINGLE ANGLES; STEEL TRUSS; STRUCTURAL BEHAVIOUR; TEST RESULTS; WEB MEMBERS;

COMPRESSIVE STRENGTH; DESIGN; STRUTS; TANKERS (SHIPS); TRUSSES;

NONLINEAR ANALYSIS;

EID: 33751317246     PISSN: 1816112X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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