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Die Berechnung der Schwingungen von Vielgeschossbauten mit Hilfe kontinuierlicher Ersatzstrukturen
Calculation of oscillations of multi-storied buildings with aid of equivalent continuous structures; three types of structures are considered, namely those with predominant bending deformations (window- and door-less high walls), those with prevalent shear deformations (frames), and those with bending as well as shear deformations (high walls with door and window openings, frames filled with masonry); based on these models, formulas are derived for calculating natural vibrations which are useful in calculation of tall buildings for earthquakes, wind gusts, pressure waves, and other dynamic horizontal loadings.
Die Berechnung der Schwingungen von Vielgeschossbauten mit Hilfe kontinuierlicher Ersatzstrukturen
Calculation of oscillations of multi-storied buildings with aid of equivalent continuous structures; three types of structures are considered, namely those with predominant bending deformations (window- and door-less high walls), those with prevalent shear deformations (frames), and those with bending as well as shear deformations (high walls with door and window openings, frames filled with masonry); based on these models, formulas are derived for calculating natural vibrations which are useful in calculation of tall buildings for earthquakes, wind gusts, pressure waves, and other dynamic horizontal loadings.
Die Berechnung der Schwingungen von Vielgeschossbauten mit Hilfe kontinuierlicher Ersatzstrukturen
Die Berechnung der Schwingungen von Vielgeschossbauten mit Hilfe kontinuierlicher Ersatzstrukturen
Keintzel, E. (author)
Bautechnik ; 44
1967
8 pages
Article (Journal)
German
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