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Coyle on Wind-Bracing Connection Efficiency

Author(s): (Cons. Engr., New York, N. Y.)
(Engr., U. S. Bureau of Standards, Washington, D. C.)
(Engr. with Jackson & Moreland, Boston, Mass)
(Gibbs & Hill, Cons. Engrs., New York, N. Y.)
(The Am. Bridge Co., New York, N. Y.)
(Prof. of Structural Eng., Agri. and Mech. Coll. of Texas, College Station, Tex)
(Prof. of Civ. Eng., Univ. of Toronto, Toronto, Ont., Canada)
(Asst. Engr., Bridge Dept., A. T . & S. F. R. R., Chicago, Ill.)
(Vice-Pres., Purdy & Henderson Co., New York, N. Y.)
(Cons. Engr., New York, N. Y.)
(Washington, D. C.)
(Cons. Engr. (H. G. Balcom), New York, N. Y.)
(Structural Engr., City Bldg. Dept., Oakland, Calif)
(Structural Engr., with L. H. Nishkian, M. Am. Soc. C. E., San Francisco, Calif)
(Prof. of Civ. Eng., and Head of Dept.; Univ. of Illlnois, Urbana, III)
(Instructor in Gen. Eng. Drawing, Univ. of Illinois, Urbana, III)
(Cons. Engr., San Francisco, Calif)
(Cons. Engr., San Francisco, Calif)
(Prof. of Structural Eng., Iowa State Coll., Ames, Iowa)
Medium: journal article
Language(s): English
Published in: Transactions of the American Society of Civil Engineers, , n. 1, v. 98
Page(s): 724-765
DOI: 10.1061/taceat.0004424
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/taceat.0004424.
  • About this
    data sheet
  • Reference-ID
    10596003
  • Published on:
    14/04/2021
  • Last updated on:
    14/04/2021
 
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