Design Methodologies for Steel Structures in Seismic Regions
DOI:
https://doi.org/10.53555/nnmce.v1i1.378Keywords:
earth quake hazards, new methodologies, moment framesAbstract
This paper is an insight into the recent developments in the design methodologies in seismic design of steel structures. Recent damage throughout the world due to earthquakes have led to the conclusion that the inherent seismic resistance of steelStructures should not be taken for granted. Due to increasing number calamities occurring due to earthquakes per year, new advancements has to be made in the design procedures and material control measures as well as welding practice. We will look into the solutions such as displacementbased design and Assessment procedures alongside the generalization of limit state concepts into a performancebased Design framework. In this paper, recent findings on the material, section, member and sub assemblageLevels are reviewed and possible code applications are highlighted. However our main concern will be moderate seismic zones.
References
ACI (2008). Building code requirements for structural concrete (ACI 318-08) and commentary, American Concrete Institute,Farmington Hills, MI.
AISC (2006). Seismic design manual, American Institute of Steel Construction, Inc., Chicago, IL.
AISC (2005a), ANSI/AISC 341-05. Seismic provisions for structural steel buildings, American Institute of Steel Construction,
Inc., Chicago, IL.
AISC (2005b), ANSI/AISC 358-05. Prequalified connections for special and intermediate steel moment frames for seismic Applications including Supplement No. 1, American Institute of Steel Construction, Inc., Chicago, IL.
AISC (2005c), ANSI/AISC 360-05. Specification for structural steel buildings, American Institute of Steel Construction, Inc.,Chicago, IL.
AISC (2005d), AISC 303-05. Code of standard practice for steel buildings and bridges, American Institute of Steel Construction,
Inc., Chicago, IL.
ASCE (2006). Minimum design loads for buildings and other structures (ASCE/SEI 7-05) including Supplement No.2, American Society of Civil Engineers, Reston, V
AISC, 1992, 1997, 2002, 2005. Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, Illinois.
ASCE, 1988, 2002, 2005. Minimum Design Loads for Buildings and Other Structures, American Society Of Civil Engineers, New York, New York, and Reston, Virginia.
AIJ [1995] Preliminary Reconnaissance Report of the 1995 Hyogoken-Nanbu Earthquake, Architectural Institute of Japan, April, 216 pp.
American Iron and Steel Institute [1991] Performance of steel buildings in past earthquakes, AISI, 97 pp.
Bernuzzi, C., Zandonini, R. and Zanon, P. [1991] “Rotational behaviour of end plate connections,” Costruzioni Metalliche, no. 2, pp. 74-103.
Bernuzzi, C., Zandonini, R. and Zanon, P. [1992] “Semi-rigid steel connections under cyclic loads,” Proceedings of the First World Conference of Constructional Steel Design, Acapulco, Mexico, pp. 375-384.
Bouwkamp, J. and Paring, H. [1998] “Evaluation of behaviour factors for moment resisting frames based on the Ispra tests,” ICONS Topic 4 report, Madrid, May.
Broderick, B.M. and Elnashai, A.S. [1994] “Seismic resistance of composite beam-columns in multi-storey structures, Part II: Analytical model and discussion of results,” Journal of Constructional Steel Research, Vol. 30, pp.231-258.
Broderick, B.M., Elnashai, A.S., Ambraseys, N.N., Barr, J., Goodfellow, R. and Higazy, M. [1994] “The Northridge (California) earthquake of 17 October 1994; observations, strong-motion and correlative response analyses,” Engineering Seismology and Earthquake Engineering Report No. ESEE 4/94. Farmington Hills, MI.
AIJ (1995). Preliminary reconnaissance report of the 1995 Hyogo-ken Nanbu Earthquake, (English Edition) Architectural Institute of Japan, Tokyo, p. 216.
AISC (1997). Seismic provisions for structural steel buildings, American Institute of Steel Construction, Chicago, IL.
AISC (2010a). Seismic provisions for structural steel buildings (AISC 341-10) and commentary, American Institute of Steel Construction, Chicago, IL.
AISC (2010b). Specification for structural steel buildings (AISC 360-10) and commentary, American Institute of Steel Construction, Chicago, IL.
AISC (2012). Seismic design manual, American Institute of Steel Construction, Chicago, IL. ASCE (2010). Minimum design loads for buildings and other structures (ASCE/SEI 7-10), American Society of Civil Engineers, Reston, VA.
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