[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

Dinis et al., 2019 - Google Patents

On the direct strength method design of columns against global failures

Dinis et al., 2019

Document ID
13569043923404114363
Author
Dinis P
Camotim D
Landesmann A
Martins A
Publication year
Publication venue
Thin-Walled Structures

External Links

Snippet

This paper reports an in-depth and extensive numerical investigation aimed at assessing the accuracy of the current Direct Strength Method (DSM) design curve in predicting the failure load of cold-formed steel columns collapsing in global modes, namely flexural or flexural …
Continue reading at www.sciencedirect.com (other versions)

Similar Documents

Publication Publication Date Title
Dinis et al. On the direct strength method design of columns against global failures
Macdonald et al. Web crippling behaviour of thin-walled lipped channel beams
MY178003A (en) Analysis method, design method, manufacturing method, and program
US9212486B2 (en) Column structure and base member
FR3105070B1 (en) Tooling for the manufacture of openwork elements such as grilles for aircraft nacelles and method using such tooling
Kiymaz et al. Behavior and design of stainless steel tubular member welded end connections
Fareed et al. Finite Element Analyses of Cold‐formed Stainless Steel Beam with Web Openings in Shear
Makarov et al. Design features of bimetallic bridges
RU2577569C1 (en) Spatial structure of frame from thin-wall rods with improved operational characteristics
KR102464386B9 (en) High-strength, high-elongation hot-rolled steel and its manufacturing method
Kashyap et al. A comparative study between experimental and theoretical buckling load for hollow steel column
Mohammad et al. Flexural behavior of stiffened modified cold-formed steel sections-experimental study
Jin et al. Impact of structural eurocodes on steel and composite structures
Kim et al. Strength of channel bolted connection with austenitic stainless steel (304 type)
Gkantou et al. 12.10: Structural response of high strength steel hollow sections under combined biaxial bending and compression
Parlashkevich et al. Study of the prospects of the use of high-strength steel shapes
Shokouhian Investigation of ductility and section resistance in hybrid flexural members with Q460 high strength steel
RU2531980C1 (en) Prestressed truss of shell type from light steel thin-walled structures (lsts)
Ishqy et al. NUMERICAL ANALYSES OF COLD-FORMED STAINLESS STEEL LIP-CHANNEL BEAMS (LCB) WITH NON-CIRCULAR WEB OPENINGS SUBJECTED TO SHEAR
Yu et al. Investigation on the strength of cold-formed steel C-section in compression
Wang et al. A thickened-edge U-rib that can extend the life of orthotropic steel decks
Słowik Influence of tensile softening of concrete on crack development and failure in concrete and reinforced concrete beams
RU126731U1 (en) 2-WAY BEAM WITH PUNCTURE CUTS
Pinheiro et al. Strengthening of Reinforced Concrete Bridges by External Prestressing
Jurado-Caraballo et al. Disability inclusion in workplaces, firm performance, and reputation