Earthquake design and performance of steel structures

Bulletin of the New Zealand National Society for Earthquake Engineering

Volumn 29, Issue 4, 1996, Pages 229-241

  Krawinkler, H ^a  

^a STANFORD UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); EARTHQUAKE RESISTANCE; FRACTURE; STEEL BEAMS AND GIRDERS; STRUCTURAL DESIGN;

WELDED BEAM TO COLUMN CONNECTIONS;

WELDED STEEL STRUCTURES;

EID: 0030370814     PISSN: 01100718     EISSN: None     Source Type: Journal    
DOI: 10.5459/bnzsee.29.4.229-241     Document Type: Article

References (11)

1. American Welding Society. 1994. Structural welding code - steel. AWS D1.1-94.
2. Bertero, V V, Anderson, J C, and Krawinkler, H 1994. Performance of steel building structures during the Northridge earthquake. Report No. UCB/EERC-94/09, Earthquake Engineering Research Center, University of California at Berkeley.
3. Engelhardt, M D and Sabol, T A 1994. Testing of welded steel moment connections in response to the Northridge earthquake. Progress Report to the AISC Advisory Subcommittee on Special Moment Resisting Frame Research.
4. Krawinkler, H 1978. Shear design of steel frame joints. Engineering Journal, AISC, Vol. 15, No. 3.
5. Krawinkler, H et al. 1983. Recommendations for experimental studies on the seismic behavior of steel components and materials. John A. Blume Earthquake Engineering Center, Report No. 61, Department of Civil Engineering, Stanford University.
6. Roeder, C W 1989. Seismic behavior of concentrically braced frames. Journal of Structural Engineering, ASCE, Vol. 115, No. 8, pp. 1837-1856.
7. SAC 1995. Interim Guideline No. 1. SAC Joint Venture Partnership.
8. SSPC 1994. Statistical analysis of tensile data for wide flange structural shapes. Steel Shape Producers Council.
9. Uang, C-M and Bertero, V V 1986. Earthquake simulation tests and associated studies of a 0.3 scale model of a six-story concentrically braced steel structure. Report No. UCB/EERC-86/10, EERC, University of California at Berkeley.
10. Uang, C-M and Latham, CT 1995. Cyclic testing of full-scale MNH-SMRF moment connections. Structural Systems Research, University of California, San Diego.
11. Youssef, N F G, Bonowitz, D, and Gross, J L 1995. A survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake. NISTIR 5625, National Institute of Standards and Technology, Gaithersburg, Maryland.