Performance of hollow composite members subjected to cyclic eccentric loading

Earthquake Engineering and Structural Dynamics

Volumn 32, Issue 3, 2003, Pages 443-461

  Hsu, H L ^a   Liang, L L ^a  

^a NATIONAL CENTRAL UNIVERSITY   (Taiwan)

Author keywords

Earthquake resistant design; Hollow composite members; Performance; Torsion

Indexed keywords

ASPECT RATIO; BENDING (DEFORMATION); CONCRETES; CRACK INITIATION; CYCLIC LOADS; TORSIONAL STRESS;

LATERAL LOADING;

STRUCTURAL ANALYSIS;

CYCLIC LOADING; EARTHQUAKE ENGINEERING; SEISMIC DESIGN; SEISMIC RESPONSE; STRUCTURAL RESPONSE; TORSION;

EID: 0037336239     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.235     Document Type: Article

References (12)

1. AIJ. Standards for Structural Calculation of Steel Reinforced Concrete Structures. Architectural Institute of Japan, 1991.
2. Usami T, Ge H. Ductility of concrete-filled steel box columns under cyclic loading. Journal of Structural Engineering (ASCE) 1994; 120(7):2021-2040.
3. Boyd PF, Cofer WF, Mclean DI. Seismic performance of steel-encased concrete columns under flexural loading. ACI Structural Journal 1995; 92(3):355-364.
4. Ricles JM, Paboojian SD. Seismic performance of steel-encased composite columns. Journal of Structural Engineering (ASCE) 1994; 120(8):2474-2494.
5. Chai YH, Priestley MJN, Seible F. Seismic retrofit of circular bridge column for flexural perdormance. ACI Structural Journal 1991; 88(5):572-584.
6. ACI. Building Code Requirements for Reinforced Concrete(ACI 318-95). American Concrete Institute, Detroit, 1995.
7. Zahn FA, Park R, Priestley MJN. Flexural strength and ductility of circular hollow reinforced concrete columns without confinement on inside face. ACI Structural Journal 1990; 87(2):156-166.
8. Collins MP, Mitchell D. Shear and torsion design of prestressed and non-prestressed concrete beams. PCI Journal 1980; 25(5):82-100.
9. Hsu TT, Mo YL. Softening of concrete in torsional members-theory and tests. ACI Structural Journal 1985; 82(3):290-303.
10. Taylor AW, Rowell RB, Green JE. Behavior of thin-walled concrete box piers. ACI Structural Journal 1995; 92(3):319-333.
11. Hsu HL, Wang CL. Flexural-torsional behaviour of steel reinforced concrete members subjected to repeated loading. Earthquake Engineering and Structural Dynamics 2000; 29:667-682.
12. AISC. Load and Resistance Factor Design Specification far Structural Steel Design. American Institute of Steel Constructions, Chicago, Illinois, 1997.