2012
DOI: 10.1016/j.scient.2012.11.005
|View full text |Cite
|
Sign up to set email alerts
|

Dynamic stability of cracked columns; the stiffness reduction method

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2013
2013
2023
2023

Publication Types

Select...
5

Relationship

0
5

Authors

Journals

citations
Cited by 5 publications
(2 citation statements)
references
References 13 publications
0
2
0
Order By: Relevance
“…The governing differential equation for the dynamic stability analysis of beam-like structures is defined in Eq. (19), in which ( ) is the lateral displacement, ( P  ) is the load factor, and ( W  ) is the frequency factor [42,43].] (19) The method of Laplace Transform is used to solve Eq.…”
Section: Analytical Solution By the Laplace Transformmentioning
confidence: 99%
“…The governing differential equation for the dynamic stability analysis of beam-like structures is defined in Eq. (19), in which ( ) is the lateral displacement, ( P  ) is the load factor, and ( W  ) is the frequency factor [42,43].] (19) The method of Laplace Transform is used to solve Eq.…”
Section: Analytical Solution By the Laplace Transformmentioning
confidence: 99%
“…The equation is used to obtain the analytical solution for the cracked beams and columns by Ranjbaran et al [16][17][18]. Analysis of cracked members is continued by the finite element formulation.…”
Section: List Of Symbolsmentioning
confidence: 99%