Seismic response of connections in two-bay R/C frame subassemblies

Journal of Structural Engineering (United States)

Volumn 115, Issue 11, 1989, Pages 2829-2844

  Zerbe, Hikmat E ^a   Durrani, Ahmad J ^a  

^a RICE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS--STRUCTURAL ANALYSIS; COLUMNS--STRUCTURAL ANALYSIS;

SEISMIC RESPONSE;

STRUCTURAL FRAMES;

EID: 0024755785     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1989)115:11(2829)     Document Type: Article

References (8)

1. ACI-ASCE Committee 352. (1985). "Recommendations for design of beam-column joints in monolithic reinforced concrete structures."ACI J,, 82(3), 266-283.
2. ACI Committee 318.(1983). Building code requirements for reinforced concrete (318-83), Amer. Concr. Inst., Detroit, Mich.
3. Durrani, A. J. and Wight, J. K.(1982). "Experimental and analytical study of internal beam to column connections subjected to reversed cyclic loading."Report No. UMEE 82R3, Dept. of Civ. Engrg., The Univ. of Michigan, Ann Arbor, Mich., July.
4. Hanson, N. W. and Connor, H. W.(1967). "Seismic resistance of reinforced concrete beam-column joints."J. Struct. Div., ASCE, 93(5), 533-560.
5. Kokusho, S., et al.(1988). "Elastic and plastic behavior of reinforced concrete beam in consideration of axial restriction effect of deformation."Report of the Res. Lab. of Engrg. Materials, Tokyo Inst, of Tech. 13, Nagatsuta, Yokohama, Japan, 253-270.
6. Meinheit, D. F. and Jirsa, J. O.(1981). "Shear strength of R/C beam-column connections."J. Struct. Div., ASCE, 107(11), 2227-2244.
7. Paulay, T. and Park, R.(1984). "Joints in reinforced concrete frames designed for earthquake resistance."Res. Report 84-9, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand, June.
8. Zerbe, H. E. and Durrani, A. J.(1985). "Effect of a slab on the behavior of exterior beam to column connections."Report No. 30, Dept. of Civ. Engrg., Rice Univ., Houston, Tex., Mar