Stability analysis and parametric study of pre-stressed stayed columns

Engineering Structures

Volumn 24, Issue 1, 2002, Pages 115-124

  Chan, Siu Lai ^a   Shu, Gan Ping ^a   Lü, Zhi Tao ^b  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^b SOUTHEAST UNIVERSITY   (China)

Author keywords

Advanced design method; Nonlinear analysis; Pretension; Stability; Stayed column

Indexed keywords

CABLES; NUMERICAL ANALYSIS; POLYNOMIALS; SHEAR STRESS; STABILITY; STRUTS;

PRE-STRESSED STAYED COLUMNS;

COLUMNS (STRUCTURAL);

COLUMN;

EID: 0036131958     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(01)00026-8     Document Type: Article

References (15)

1. Behavior of columns with pretensioned stays
2. Compound stayed column for use in space
3. Pretensioning of single-crossarm stayed columns
4. Buckling of stayed columns
5. Failure criteria for stayed columns
6. Stayed column with initial imperfection
7. Parametric experiments on stayed columns with slender bipods
8. Buckling of space stayed columns
9. Second-order elastic analysis of frames using single imperfect element per member
10. Buckling analysis of frames using 1 element/member
11. Nonlinear analysis of thin-walled structures using least element/member
12. Geometric and material nonlinear analysis of beam-column and frames using the minimum residual displacement method