Makieda et al., 2024 - Google Patents
Influence of Eccentricity on Elastic Critical Buckling Load and Behavior of Cold-Formed Steel Lipped Channel ColumnsMakieda et al., 2024
- Document ID
- 15478985930711487551
- Author
- Makieda R
- Mitsui K
- Ikarashi K
- Publication year
- Publication venue
- International Conference on the Behaviour of Steel Structures in Seismic Areas
External Links
Snippet
Cold-formed steel sections are commonly used as construction members for various applications. These sections have slender, thin-walled open cross-sections, which make them highly susceptible to instability phenomena, including local, distortional, and global …
- 229910000831 Steel 0 title abstract description 21
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Gunalan et al. | Web crippling tests of cold-formed steel channels under two flange load cases | |
| Oeztuerk et al. | Buckling behaviour of cold-formed steel sigma and lipped channel beam–column members | |
| Kotełko et al. | Ultimate and post-ultimate behaviour of thin-walled cold-formed steel open-section members under eccentric compression. Part I: Collapse mechanisms database (theoretical study) | |
| Meza et al. | Numerical modelling of cold-formed steel built-up columns | |
| He et al. | Buckling analyses of cold-formed steel lipped channel members under minor-axis eccentric load | |
| Makieda et al. | Influence of Eccentricity on Elastic Critical Buckling Load and Behavior of Cold-Formed Steel Lipped Channel Columns | |
| Vijayamurugan et al. | Effect of lip depth on the flexural capacity of cold-formed steel section | |
| Sturm et al. | Closed‐form expressions for predicting moment redistribution in reinforced concrete beams with application to conventional concrete and ultrahigh performance fiber reinforced concrete | |
| Bhuiyan et al. | Ultimate bearing capacity of unconfined bolted connections in cold-formed steel members | |
| Raspudic | OPTIMAL DESIGN OF LATERALLY UNRESTRAINED I-BEAMS USING GENETIC ALGORITHM. | |
| Vemuri | A novel statistical model for link overstrength | |
| De Lorenzis et al. | Effect of the actual distribution of applied stresses on global buckling of isotropic and transversely isotropic thin-walled members: Numerical examples | |
| Farajpourbonab | Castellated and common cruciform steel columns under axial and lateral cyclic loading | |
| Chowdhury et al. | Complexities and effectiveness of australian standard for concrete structures—as 3600-2018 | |
| Prabhakara et al. | Analysis of rotation capacity of RC beams over formation of plastic hinges | |
| Zub et al. | Development of two types of buckling restrained braces using finite element modelling | |
| Khapre et al. | Behaviour of Beam with Slender Flanges | |
| Senthilkumar et al. | Buckling behaviour of hollow flange channel beam sections in bending | |
| Xie et al. | FEM Analysis of Web Crippling Phenomenon of Cold-Formed Steel Lipped C-Sections Subject to Two Flange Loading Cases | |
| Pipariya et al. | Effect of Uniaxial Eccentric Loading on Strength of Steel Built-Up Beam-Column Section | |
| Singh et al. | Effect of Loading Height on the GFRP I-Beam Using Finite Element Analysis | |
| Hsu et al. | Strength Analysis of I-Beam under Biaxial Eccentric Load | |
| Susanti | Ultimate strength and ductility of welded box-section compression members | |
| Vivek et al. | Global Buckling of CFS Complex Angle Columns | |
| Sharma et al. | Application of Generalised Beam Theory in Predicting Lateral Torsional Buckling of Thin-Walled Steel Sections |