Seismic rehabilitation of infilled non-ductile frame buildings using post-tensioned steel braces

Earthquake Spectra

Volumn 12, Issue 4, 1996, Pages 863-882

  Terán Gilmore, Amador ^a   Bertero, Vitelmo V ^b   Youssef, Nabih F G ^c  

^a UNIVERSIDAD AUTÓNOMA METROPOLITANA   (Mexico)

^b UNIVERSITY OF CALIFORNIA   (United States)

^c Nabih Youseff and Associates   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING; DYNAMIC RESPONSE; SEISMIC RESPONSE; STEEL STRUCTURE; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE;

BRACES (FOR LIMBS AND JOINTS); DESIGN; EARTHQUAKE RESISTANCE; MASONRY CONSTRUCTION; MODERNIZATION; PERFORMANCE; REINFORCED CONCRETE; STRUCTURAL FRAMES;

STEEL BRACING;

BUILDINGS;

EID: 0030285353     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1585914     Document Type: Article

References (13)

1. Angel, R. and Abrams, D.P. 1994; "Out-of-plane strength evaluation of URM infill panels"; Technical Report NCEER-94-0004; National Center of Earthquake Engineering Research.
2. Bertero, R.D. and Bertero, V.V. 1992; "Tall reinforced concrete buildings: conceptual earthquake-resistant design methodology"; Report No. UCB/EERC 92/16; Earthquake Engineering Research Center. Building Laws of San Francisco 1926; Mercury Press.
3. Chrysostomou, C.Z., Gergely, P. and Abel. J.F. 1992; "Nonlinear seismic response of infilled steel frames": Proceedings of the 10th World Conference on Earthquake Engineering, Vol. 8, pp 4435-4437.
4. Ewing, R.D., El-Mustapha, A.M. and Kariotis, J.C. 1987; "FEM/I, A finite element computer program for the nonlinear static analysis of reinforced masonry building components"; Report No. 2.2-1 EKEH. Ewing/Kariotis/Englekirk & Hart.
5. Klingner, R.E. and Bertero, V.V. 1976; "Infilled frames in earthquake-resistant construction"; Report No. EERC 76-32; Earthquake Engineering Research Center.
6. Mander, J.B., Aycardi, L.E., and Kim, D.-K. 1994; "Physical and analytical modeling of brick infilled steel frames": Technical Report NCEER-94-0004; National Center of Earthquake Engineering Research.
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8. Pincheira, J.A. and Jirsa, J.O. 1992; "Post-tensioned bracing for seismic retrofit of RC frames"; Proceedings of the 10th World Conference on Earthquake Engineering, Vol. 9. pp 5199-5204.
9. Rioobo, J.M. 1989; "Sistema de rigidizacion y refuerzo de estructuras mediante cables de presfuerzo"; Proceedings of the VIII Congreso Nacional de Ingenieria Sismica. Vol. III. G74-G82.
10. Sakamoto, I. 1978; "Seismic performance of nonstructural and secondary structural elements"; Report No. UCB/EERC 78/10; Earthquake Engineering Research Center.
11. Schuller, M., Mehrabi, A.B., Noland, J.L., and Shing, P.B. 1994: "Performance of masonry-infilled R/C frames under in-plane lateral loads: experiments"; Technical Report NCEER-94-0004; National Center of Earthquake Engineering Research.
12. SEAOC's Hazardous Building Subcommittee for Infilled Trames 1993; "Guidelines for analysis of existing frame structures with concrete or masonry infill".
13. Teran-Gilmore, A., Bertero, V.V. and Youseff, N. 1995; "Seismic rehabilitation of framed buildings infilled with unreinforced masonry using post-tensioned steel braces"; Report No. UCB/EERC 95/06; Earthquake Engineering Research Center.