Axial load behavior of Stiffered concrete-filled steel Columns
- Other title
- Comportement sous charge axiale des poteaux raidis remplis de béton (fr)
- Author
- HUANG, C.S1 ; YEH, Y.K2 ; LIU, G.Y2 ; HU, H.T3 ; TSAI, K.C; WENG, Y.T; WANG, S.H; WU, M.H3
[1] Dept. Civil Engrg., National Chiao Tung Univ.,, Hsinchu, Taiwan, Province of China
[2] National Center for Res. on Earthpuake Engrg.,, Taipei, Taiwan, Province of China
[3] Dept. Civil Engrg., National Cheng Kung Univ.,, Tainan, Taiwan, Province of China - Source
Journal of structural engineering (New York, NY). 2002, Vol 128, Num 9, pp 1222-1230, 9 p ; Illustration ; ref : 25 ref
- CODEN
- JSENDH
- ISSN
- 0733-9445
- Scientific domain
- Civil engineering
- Publisher
- American Society of Civil Engineers, Reston, VA
- Publication country
- United States
- Document type
- Article
- Language
- English
- Keyword (fr)
- Béton armé Charge axiale Construction mixte Méthode élément fini Poteau Raidisseur Section carrée
- Keyword (en)
- Reinforced concrete Axial load Composite construction Finite element method Column Stiffener Square section
- Keyword (es)
- Hormigón armado Carga axial Construcción mixta Método elemento finito Poste Tensor Sección cuadrada
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02H Steel-concrete composite structure
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- CSTB
- Database
- PASCAL
- INIST identifier
- 14440088
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
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DOI
10.1061/(ASCE)0733-9445(2002)128:9(1222) 
https://dx.doi.org/10.1061/(ASCE)0733-9445(2002)128:9(1222)
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