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Effective length correction factor of disc-buckle type scaffolding by considering joint bending stif...

Effective length correction factor of disc-buckle type scaffolding by considering joint bending stif...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_plos_journals_2726903976

Effective length correction factor of disc-buckle type scaffolding by considering joint bending stiffness and geometrical size

About this item

Full title

Effective length correction factor of disc-buckle type scaffolding by considering joint bending stiffness and geometrical size

Publisher

San Francisco: Public Library of Science

Journal title

PloS one, 2022-10, Vol.17 (10), p.e0276340-e0276340

Language

English

Formats

Publication information

Publisher

San Francisco: Public Library of Science

More information

Scope and Contents

Contents

Based on the theory of sway frame column, the equation of the effective length factor was derived in this paper. Combined with the characteristics of semi-rigid joints, the linear stiffness correction factor of horizontal bar was introduced, and the equation of effective length correction factor was obtained. By using MATLAB programming method, the...

Alternative Titles

Full title

Effective length correction factor of disc-buckle type scaffolding by considering joint bending stiffness and geometrical size

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_plos_journals_2726903976

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_plos_journals_2726903976

Other Identifiers

ISSN

1932-6203

E-ISSN

1932-6203

DOI

10.1371/journal.pone.0276340

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