Wind stresses by slope deflections and converging approximations: Fid-Bau Portal

Wind stresses by slope deflections and converging approximations

Goldberg, J.E.

Wind-stress analysis for rigid frames, based on slope-deflection analysis; solution for secondary wind stresses, caused by column strain; bent equation; composite bent; numerical examples. (See also - discussion in n 6 Aug 1933 p 1050-3)

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Wind stresses by slope deflections and converging approximations

Goldberg, J.E.

Abstract

Wind stresses by slope deflections and converging approximations

Goldberg, J.E.

Abstract

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Wind stresses by slope deflections and converging approximations

Weitere Titelangaben:

Am Soc Civ Engrs -- Proc

Beteiligte:

Goldberg, J.E. (Autor:in)

Erschienen in:

American Society of Civil Engineers -- Proceedings ; 59

Erscheinungsdatum:

1933

Format / Umfang:

14 pages

Medientyp:

Aufsatz (Zeitschrift)

Format:

Sprache:

Englisch

Schlagwörter:

Framed structures

Goldberg, John E. | ASCE | 2021

Wind stresses by slope deflection and converging approximations

Goldberg, J.E. | Engineering Index Backfile | 1934

Wind stresses by slope deflection and converging approximations

Goldberg, J.E. | Engineering Index Backfile | 1934

Closure to “Goldberg on Wind Stresses by Converging Approximations”

Goldberg, John E. | ASCE | 2021

Discussion of “Maney on Wind Stresses by Converging Approximations”

Maney, G. A. / Grinter, L. E. / Gorman, S. S. et al. | ASCE | 2021

Nach oben