Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Static and Dynamic Load-Deflection Tests of Steel Structures
The results of four phases of a study of the resistance of structural steel frames and frame components are describe in this report. Three of the phases, the study of full-scale beam-columns laterally loaded in a principal direction, the model frame study, and the study of obliquely loaded full-scale beam-columns, are concerned with the investigation of static resistance. The fourth phase is concerned with the nature of dynamic resistance of beams. The purpose of this program is to obtain the structural parameters necessary to define the resistance of buildings and building components to blast loading. The static resistances, as measured in tests of the beam-columns and frames are compared with the resistances predicted using the elasto-plastic theory and an extension of this theory to include the effect of strain hardening. In all studies described the influence of constant axial loads is discussed and techniques for including this effect in the analysis are presented except for the case of the oblique loading study. (Author)
Static and Dynamic Load-Deflection Tests of Steel Structures
The results of four phases of a study of the resistance of structural steel frames and frame components are describe in this report. Three of the phases, the study of full-scale beam-columns laterally loaded in a principal direction, the model frame study, and the study of obliquely loaded full-scale beam-columns, are concerned with the investigation of static resistance. The fourth phase is concerned with the nature of dynamic resistance of beams. The purpose of this program is to obtain the structural parameters necessary to define the resistance of buildings and building components to blast loading. The static resistances, as measured in tests of the beam-columns and frames are compared with the resistances predicted using the elasto-plastic theory and an extension of this theory to include the effect of strain hardening. In all studies described the influence of constant axial loads is discussed and techniques for including this effect in the analysis are presented except for the case of the oblique loading study. (Author)
Static and Dynamic Load-Deflection Tests of Steel Structures
F. L. Howland (Autor:in) / W. Egger (Autor:in) / R. J. Mayerjak (Autor:in) / R. J. Munz (Autor:in)
1964
253 pages
Report
Keine Angabe
Englisch
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