TECHNICAL PAPERS
Jun 1, 1989

R/C Beam‐Column‐Slab Subassemblages Subjected to Lateral Loads

Publication: Journal of Structural Engineering
Volume 115, Issue 6

Abstract

This paper summarizes the results of four test series on reinforced concrete beam‐column‐slab connections. The method of force distribution in these connections is discussed. A comparison of the results, explanations for differences in behavior, and design recommendations are given.

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References

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ACI Committee 318. (1983). Building code requirements for reinforced concrete (ACI 318‐83). Amer. Concr. Inst., Detroit, Mich.
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ACI SP‐84. (1984). Earthquake effects on reinforced concrete structures—U.S.‐Japan research. Amer. Concr. Inst., Detroit, Mich.
3.
Ammerman, O. V., and French, C. E. (1988). “Reinforced concrete slab‐beam‐column connections.” Struct. Engrg. Rept., No. 88‐03, Univ. of Minnesota, Minneapolis, Minn.
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Applied Technology Council in Association with SEAOC. (1978). “Tentative provisions for the development of seismic regulations for buildings.” Publication ATC3‐06, Applied Technology Council.
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Boroojerdi, A. R., and French, C. E. (1987). “T‐beam effect in reinforced concrete structures subjected to lateral load.” Struct. Engrg. Rept., No. 87‐04, Univ. of Minnesota, Minneapolis, Minn.
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Hognestad, E. (1951). “A study of combined bending and axial load in reinforced concrete members.” Bulletin Series No. 399, Univ. of Illinois Engrg. Exp. Sta., Urbana, Ill.
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Joglekar, M. R. (1984). “Behavior of reinforced concrete floor systems under lateral load,” thesis presented to the University of Texas, at Austin, Tex., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Mitchell, D., and Collins, P. (1974). “Diagonal compression field theory—A rational model for structural concrete in pure torsion.” ACI J., 396–408.
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Park, R., and Paulay, T. (1975). Reinforced concrete structures. John Wiley and Sons, New York, N.Y.
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Suzuki, N., Otani, S., and Aoyama, H. (1983). “The effective width of slabs in reinforced concrete structures.” Trans., Japan Inst., 5.
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Thompson, K. J., and Park, R. (1978). “Stress‐strain models for Grade 275 reinforcing steel with cyclic loading.” Bulletin, New Zealand Nat. Soc. for Earthquake Engrg., New Zealand, 11(2).
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Wang, C. K., and Salmon, C. G. (1985). Reinforced concrete design. Fourth Ed., Harper and Row, New York, N.Y.
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Wolfgram, C. E. (1984). “Experimental modelling and analysis of three one‐tenth scale reinforced concrete frame‐wall structures,” thesis presented to the Graduate College, University of Illinois, at Urbana, Ill., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Zerbe, H. E., and Durrani, A. J. (1985). “Effect of a slab on the behavior of exterior beam to column connections.” Struct. Res. at Rice, Report 30, Rice Univ., Houston, Tex.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 115Issue 6June 1989
Pages: 1289 - 1308

History

Published online: Jun 1, 1989
Published in print: Jun 1989

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Authors

Affiliations

Olga Velez Ammerman, Associate Member, ASCE
Asst. Prof., Civ. and Mineral Engrg. Dept., Univ. of Minnesota, Twin Cities, Minneapolis, MN
Catherine Wolfgram French, Member, ASCE
Asst. Prof., Civ. and Mineral Engrg. Dept., Univ. of Minnesota, Twin Cities, Minneapolis, MN
Grad. Res. Asst., Civ. and Mineral Engrg. Dept, Univ. of Minnesota, Twin Cities, 122 Civ. and Mineral Engrg. Bldg., 500 Pillsbury Dr., S.E., Minneapolis, MN 55455‐0220

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