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 stiffness and geometrical size
About this item
Full title
Author / Creator
Dong, Jinfeng , Liu, Haiqing , Lei, Ming , Chen, Zimu , Wang, Liang , Guo, Lixin , Gong, Xiangen and Fang, Zhou
Publisher
San Francisco: Public Library of Science
Journal title
Language
English
Formats
Publication information
Publisher
San Francisco: Public Library of Science
Subjects
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
Authors, Artists and Contributors
Author / Creator
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