1999
DOI: 10.1016/s0045-7949(98)00241-7
|View full text |Cite
|
Sign up to set email alerts
|

Modeling of connections in the analyses of thin-walled space frames

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2
1

Citation Types

0
6
0
1

Year Published

2009
2009
2022
2022

Publication Types

Select...
6

Relationship

0
6

Authors

Journals

citations
Cited by 20 publications
(7 citation statements)
references
References 8 publications
0
6
0
1
Order By: Relevance
“…To this purpose, the efficient procedure proposed by Hasan et al (2002) for pushover analysis of framed structures is modified by adopting the semi-rigid joint model proposed by Shakourzadeh et al (1999). The resulting procedure allows to account for structural nonlinear behavior by placing potential plastic el.…”
Section: Resultsmentioning
confidence: 99%
See 4 more Smart Citations
“…To this purpose, the efficient procedure proposed by Hasan et al (2002) for pushover analysis of framed structures is modified by adopting the semi-rigid joint model proposed by Shakourzadeh et al (1999). The resulting procedure allows to account for structural nonlinear behavior by placing potential plastic el.…”
Section: Resultsmentioning
confidence: 99%
“…In particular, the rotational stiffness of a semi-rigid connection at the kth node (Chen and Lui, 2005) is substituted by the postelastic bending stiffness R k = dM k /dθ k of the crosssection (Hasan et al, 2002). Moreover, the simple procedure proposed by Shakourzadeh et al (1999) is adopted for taking account of the plastic hinge M-θ relation. Consequently, considering a beam FE with flexural plastic hinges located at the end nodes only and introducing the vector of post-elastic nodal displacements q j = {w 1 , θ 1 , w 2 , θ 2 } T , the joint constitutive relation may be written in the form:…”
Section: Plastic Hinge Modelingmentioning
confidence: 99%
See 3 more Smart Citations