An experimental study on reinforced concrete partially infilled frames

Engineering Structures

Volumn 29, Issue 3, 2007, Pages 449-460

  Anil, Özgür ^a   Altin, Sinan ^a  

^a GAZI UNIVERSITY   (Turkey)

Author keywords

Cyclic loading; Partially infilled; Reinforced concrete frame; Seismic behavior; Strengthening

Indexed keywords

CYCLIC LOADS; DUCTILITY; REINFORCED CONCRETE; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

PARTIALLY INFILLED; REINFORCED CONCRETE FRAME; SEISMIC BEHAVIOR;

STRUCTURAL FRAMES;

CYCLIC LOADS; DUCTILITY; REINFORCED CONCRETE; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

CONCRETE STRUCTURE; CYCLIC LOADING; EXPERIMENTAL STUDY; INFILL; REINFORCED CONCRETE; SEISMIC RESPONSE; STRENGTH; STRUCTURAL COMPONENT; STRUCTURAL RESPONSE;

EID: 33846301109     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.05.011     Document Type: Article

References (26)

1. Ersoy U., Üzsoy S.. The behavior and strength of infilled frame. TUBITAK MAG-205 report. Ankara (Turkey); 1971. 95 pp. [in Turkish]
2. Higashi Y., Kokusho S.. The strengthening method of existing reinforced concrete buildings. Honolulu (Hawaii): US-Japan Cooperative Research Program in Earthquake Engineering; 1975
3. Higashi Y., Endo T., Shimuzu Y.. Effects on behavior of reinforced concrete frames by adding shear walls. In: Proceedings of the third seminar on repair and retrofit of structures. 1982
4. Higashi Y., Endo T., Shimuzu Y.. Experimental studies on retrofitting of reinforced concrete building frames. In: Proceedings of the eight world conference on earthquake engineering, vol. 1. 1984. p. 477-84
5. Klingner R.E., Bertero V.V.. Infilled frames in earthquake-resistant construction. Report no. UCB/EERC-76/32. Berkeley: Earthquake Engineering Research Center, University of California; 1976
6. Klingner R.E., and Bertero V.V. Earthquake resistance of infilled frames. ASCE, Journal of Structural Division 104 ST6 (1978) 973-987
7. Kahn L.F., and Hanson R.D. Infilled walls for earthquake strengthening. ASCE, Journal of Structural Division 105 ST2 (1979) 283-296
8. Axley J.W., Bertero V.V.. Infill panels: Their influence on seismic response of buildings. Report no. UCB/EERC-79/28. Berkeley: Earthquake Engineering Research Center, University of California; 1979
9. Axley J.W.. Modeling the stiffness contribution of infilled panels to framed structures by a constraint approach. In: Proceedings of the 7th WCEE, vol. 4. 1980. p. 249-51
10. Sugano S.. Aseismic strengthening of existing reinforced concrete buildings. In: Proceedings of the first seminar on repair and retrofit of structures. US/Japan Cooperative Earthquake Engineering Research Program; 1980
11. Aoyama H., Kato D., Katsumata H., Hosokawa Y.. Strength and behavior of postcast shear walls for strengthening of existing R/C buildings. In: Proceeding of eight world conference on earthquake engineering, vol. 1. 1984. p. 485-92
12. Liauw T.C., and Kwan K.H. Unified plastic analysis for infilled frames. ASCE, Journal of the Structural Division 111 7 (1985) 1427-1449
13. Alti{dotless}n S.. Strengthening of R/C frames with R/C infills. Unpublished doctoral dissertation thesis in civil engineering. Middle East Technical University; 1990
14. Alti{dotless}n S., Ersoy U., and Tankut T. Hysteretic response of reinforced concrete infilled frames. ASCE, Journal of Structural Engineering 118 8 (1992) 2133-2150
15. Phan L.T., Lew H.S.. Strengthening methodology for lightly reinforced concrete frames. Paper no. 1896. In: Proceedings of the 11th WCEE. 1996
16. Miller J.T., and Reaveley L.D. Historic hotel Utah remodel and seismic upgrade. In: Sabnis G.M., Shroff A.C., and Khan L.F. (Eds). Seismic rehabilitation of concrete structures, SP-160 (1996), American Concrete Institute, Farmington Hills (MI) 115-130
17. Gregorian Z.B., and Gregorian G.B. Seismic upgrading of hospital building No. 6 and 7, VA Medical Center, Bedford, Mass. In: Sabnis G.M., Shroff A.C., and Khan L.F. (Eds). Seismic rehabilitation of concrete structures, SP-160 (1996), American Concrete Institute, Farmington Hills (MI) 131-147
18. Yoichi H., Toneo E., Masamichi O.. Experimental study on strengthening reinforced concrete structure by adding shear wall. In: Proceeding of the 7th WCEE, vol. 7. 1980. p. 173-80
19. Taylor C.P., Cote P.A., and Wallace J.W. Design of slender reinforced concrete walls with openings. ACI Structural Journal 95 4 (1998) 420-433
20. Sittipunt C., and Wood S.L. Improving the cyclic response of slender structural walls by changing the orientation of the web reinforcement. ACI Structural Journal 92 6 (1995) 745-767
21. Sittipunt C., Wood S.L.. Improving the cyclic response of slender structural walls by changing the orientation of the web reinforcement. PEER report 1999/10. Berkeley (Maui, HI): Pacific Earthquake Engineering Research Center, University of California; 1999. p. 323-32
22. Kato D., Kabesayasawa T., Otani S., and Aoyama H. Earthquake resistant design of shear walls with one opening. ACI Structural Journal 92 4 (1995) 495-500
23. Kato D., Noda H., Sugishita Y.. Strength and deformation capacity of cantilever structural walls with openings. PEER report 1999/10. Berkeley (Maui, HI): Pacific Earthquake Engineering Research Center, University of California; 1999. p. 311-22
24. Chai Y.H., Hutchinson T.C.. Reversed cyclic lateral response of lightweight concrete precast wall panel tests. Sacramento (CA): University of California, Davis, ZFA Structural Engineers; 2001
25. Ani{dotless}l Ö. Strengthening of reinforced concrete frames by reinforced concrete infill with openings. Unpublished doctoral dissertation thesis in civil engineering. Gazi University; 2002 [in Turkish]
26. IDARC-2D V 4.0. A program for the inelastic damage analysis of buildings. Developed by Valles RE, Reinhorn AM, Kunnath SK, Li C, and Madan A. Technical report NCEER-96-0010. 1996