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pro vyhledávání: '"Edwin H. Gaylord"'
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Autor:
Edwin H. Gaylord, Gene M. Wilhoite
Publikováno v:
Journal of Structural Engineering. 113:654-657
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e12af75ec66c52bf61174159218caab
https://doi.org/10.1061/(asce)0733-9445(1987)113:3(654)
https://doi.org/10.1061/(asce)0733-9445(1987)113:3(654)
Autor:
Edwin H. Gaylord, Gene M. Wilhoite
Publikováno v:
Journal of Structural Engineering. 111:1810-1825
Cold‐formed members enable the engineer to design more cost‐effective transmission towers. Members can be fabricated to closely fit the design requirements. Stiffening lips can increase local‐buckling resistance of thinner sections and ensure m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::26fc9b9a023706c0e8fd1ecfbbc3ae08
https://doi.org/10.1061/(asce)0733-9445(1985)111:8(1810)
https://doi.org/10.1061/(asce)0733-9445(1985)111:8(1810)
Autor:
Theodore R. Higgins, H. G. Brameld, Neil Van Eenam, David B. Hall, Edwin H. Gaylord, H. D. Hussey, Oliver G. Julian, H. N. Hill, George Winter
Publikováno v:
Transactions of the American Society of Civil Engineers. 112:1272-1312
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fcdbc784b574e45127086c2c6dc1a815
https://doi.org/10.1061/taceat.0006093
https://doi.org/10.1061/taceat.0006093
Autor:
A. Floris, Thomas C. Kavanagh, Leroy A. Beaufoy, Anatol A. Eremin, Ralph W. Stewart, Maurice Barron, Phil M. Ferguson, Stephen J. Fraenkel, Tao King, L. J. Mensch, Robert B. B. Moorman, Frederick S. Merritt, William A. Conwell, Robert L. Janes, Edwin H. Gaylord, I. Oesterblom, Harry Garfinkel, Eduardo Agramonte
Publikováno v:
Transactions of the American Society of Civil Engineers. 113:614-675
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fb88b18397c217b335fb58e187bf5947
https://doi.org/10.1061/taceat.0006145
https://doi.org/10.1061/taceat.0006145
Autor:
Edwin H. Gaylord, Satya S. Sharma
Publikováno v:
Journal of the Structural Division. 95:2797-2812
An approximate method of determining the ultimate strength of wide-flange steel columns under biaxially eccentric load is developed. Eccentricity of load is the same at both ends. Equilibrium is enforced only at midlength, and displacements u and v o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fcbfbd05a6610e288c11f8a2c3bae34f
https://doi.org/10.1061/jsdeag.0002437
https://doi.org/10.1061/jsdeag.0002437
Autor:
William W. McVinnie, Edwin H. Gaylord
Publikováno v:
Journal of the Structural Division. 94:1863-1885
Inelastic lateral buckling of an unbraced orthogonal space frame is studied analytically. The frame consists of four simply-supported columns and four beams, with two beams framing into each column top. All members are of hollow, rectangular cross se
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d1831cc342b2777056fed44d45978d61
https://doi.org/10.1061/jsdeag.0002034
https://doi.org/10.1061/jsdeag.0002034
Autor:
Edwin H. Gaylord
Publikováno v:
Journal of the Structural Division. 88:151-154
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::229de1f777fc2f9eb3cf410825736e0a
https://doi.org/10.1061/jsdeag.0000759
https://doi.org/10.1061/jsdeag.0000759
Autor:
Edwin H. Gaylord, E. Whitman Wright
Publikováno v:
Journal of the Structural Division. 94:1143-1164
A compatibility method of analysis is developed for the study of the inelastic in-plane behavior of multistory steel rigid frames subject to sidesway. The method provides for the following conditions to be satisfied throughout the frame simultaneousl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::00ec9ae110ffdc99f5e766ac03073d17
https://doi.org/10.1061/jsdeag.0001948
https://doi.org/10.1061/jsdeag.0001948
Autor:
J. W. Roderick, Edwin H. Gaylord, L. J. Mensch, John Fleetwood Baker, R. K. Bernhard, O. Sidebottom, F. P. Shearwood, T. J. Dolan, George Winter
Publikováno v:
Transactions of the American Society of Civil Engineers. 112:1218-1241
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a1dcd7eb8fcaeab972bdbd62bf24a13
https://doi.org/10.1061/taceat.0006074
https://doi.org/10.1061/taceat.0006074