Seismic behavior of RC columns with various tie configurations

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 10, 2000, Pages 1122-1130

  Mo, Y L ^a,c   Wang, S J ^b  

^a UNIVERSITY OF HOUSTON   (United States)

^b NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

^c NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE REINFORCEMENTS; DUCTILITY; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; STRUCTURAL ANALYSIS;

TIE WIRES; TRANSVERSE REINFORCEMENT;

REINFORCED CONCRETE;

EID: 0034298458     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:10(1122)     Document Type: Article

References (7)

1. American Concrete Institute (ACI). (1995). "Building code requirements for reinforced concrete." ACI 318-95, Detroit.
2. Canadian Standards Association (CSA). (1994). "CAN code for design of concrete structures for buildings." 9CAN3-A23.3-M94, Rexdale, Ont., Canada.
3. Mo, Y. L., and Hwang, M. L. (1999). "New configuration of lateral steel for RC columns." Pract. Periodical on Struct. Des. and Constr., ASCE, 4(3), 111-118.
4. Mo, Y. L., and Kuo, J. Y. (1995). "Effect of welding on ductility of rebars." J. Mat. in Civ. Engrg., ASCE, 7(4), 283-285.
5. Neilsen, R. W. (1992). "Construction field operations and automated equipment." Automation in Constr., 1(1), 35-46.
6. Sheikh, S. A., and Khoury, S. S. (1997). "A performance-based approach for the design of confining steel in tied columns." ACI Struct. J., 94(4), 421-431.
7. Standards Association of New Zealand (SANZ). (1995). "NZS code of practice for the design of concrete structures." Parts 1 and 2, Wellington, New Zealand.