Accession Number : ADA295424
Title : Stress Distribution in Welded Flange-Bolted Web Connections.
Descriptive Note : Master's thesis,
Corporate Author : WASHINGTON UNIV SEATTLE DEPT OF CIVIL ENGINEERING
Personal Author(s) : Berninghaus, Garth B.
PDF Url : ADA295424
Report Date : 16 MAR 1995
Pagination or Media Count : 70
Abstract : Fifteen SAP90 computer models were developed and tested in this study to facilitate investigation into the effect of various joint parameters on the stress distribution of a welded flange-bolted web connection. Parameters varied within these models were the column stiffener thickness, column flange thickness, column web thickness, and beam cope size. (MM)
Descriptors : *BUILDINGS, *WELDS, *FLANGES, *WEB BEAMS, *BOLTED JOINTS, *EARTHQUAKE RESISTANT STRUCTURES, COMPUTER PROGRAMS, THICKNESS, LOAD DISTRIBUTION, STRESS ANALYSIS, BEAMS(STRUCTURAL), DEFORMATION, ELASTIC PROPERTIES, STIFFENING, THESES, STRUCTURAL RESPONSE, SHEAR STRESSES, PLASTIC PROPERTIES, DUCTILITY, FRAMES, FAILURE(MECHANICS), BOLTS, COLUMNS(SUPPORTS), JOINTS.
Subject Categories : Couplers, Fasteners, and Joints
Structural Engineering and Building Technology
Distribution Statement : APPROVED FOR PUBLIC RELEASE