Design aids for walking vibrations in steel framed floors

Engineering Journal

Volumn 36, Issue 2, 1999, Pages 82-101

  Laman, Jeffrey A ^a  

^a PENNSYLVANIA STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; CONCRETE SLABS; DAMPING; FLOORS; STEEL BEAMS AND GIRDERS; STRUCTURAL ANALYSIS; VIBRATIONS (MECHANICAL);

STEEL FRAMED FLOORS; WALKING VIBRATIONS;

STEEL STRUCTURES;

EID: 0032644317     PISSN: 00138029     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (10)

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2. AISC (1963), Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, 6th ed., American Institute of Steel Construction, New York, NY.
3. AISC (1994), Manual of Steel Construction - Load and Resistance Factor Design, 2nd ed., American Institute of Steel Construction, Chicago, IL.
4. CM (1966), "Règles de calcul des constructions en acier - Règles CM 66" (Rules for the Design of Steel Structures - 1966), Eyrolles, Paris, 1975, pp. 154-157 and 247-261.
5. Dumonteil, P. (1992), "Simple Equations for Effective Length Factors," Engineering Journal, AISC, Vol. 9, No. 3, pp. 111-115.
6. Dumonteil, P. and Valley, M., Discussion of "Novel Design Algorithms for K Factor Calculation and Beam- Column Selection," Journal of Structural Engineering, ASCE, pp. 384-385.
7. ECCS (1978), "European Recommendations for Steel Construction," European Convention for Constructional Steelwork, Brussels, pp. 77-81.
8. McGuire, W. (1968), Steel Structures, Prentice-Hall Inc., Englewood Cliffs, NJ.
9. Newmark, N.M. (1949), "A Simple Approximate Formula for Effective End-Fixity of Columns," Journal of Aeronautical Science, Vol. 16, No. 2.
10. Rondal, J. (1988), "Effective Lengths of Tubular Lattice Girder Members - Statistical Tests," CIDECT Rep. 3K- 88/9, Liège, Belgium.