Cyclic loading histories for seismic experimentation on structural components

Earthquake Spectra

Volumn 12, Issue 1, 1996, Pages 1-12

  Krawinkler, Helmut ^a  

^a Stanford University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CYCLIC LOADING; DYNAMIC RESPONSE; NUMERICAL MODEL; SEISMIC RESPONSE; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE;

DEFORMATION; EARTHQUAKE RESISTANCE; STRENGTH OF MATERIALS; STRUCTURAL LOADS; STRUCTURAL MEMBERS;

CYCLIC LOADING;

STRUCTURAL ANALYSIS;

EID: 0030073477     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1585865     Document Type: Article

References (6)

1. Applied Technology Council, 1978. Tentative Provisions for the Development of Science Regulations for Buildings," National Bureau of Standards, Special Publication 510, Applied Technology Council, Publication ATC 3-06, June 1978.
2. Applied Technology Council, 1992. "Guidelines for Cyclic Seismic Testing of Components of Steel Structures," Applied Technology Council. Publication ATC-24, 1992.
3. Hadidi-Tamjed, H., 1987. "Statistical Response of Inelastic SDOF Systems Subjected to Earthquakes," Ph.D. Dissertation, Department of Civil Engineering, Stanford University, December 1987.
4. Krawinkler, H., et al., 1983. "Recommendations for Experimental Studies on the Seismic Behavior of Steel Components and Materials," John A. Blume Center Report No. 61, Department of Civil Engineering, Stanford University, September 1983.
5. Nassar, A.A., and Krawinkler, H., 1991. "Seismic Demands for SDOF and MDOF Systems," John A. Blume Earthquake Engineering Center Report No. 95, Department of Civil Engineering, Stanford University, June 1991.
6. Park, Y.-J., and Ang, A.H.-S., 1985. "Mechanistic Seismic Damage Model for Reinforced Concrete. Journal of Structural Engineering. ASCE, Vol. 111, No. 4, April 1985, pp. 722-739.