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Simplified analysis for shear wall-frame interaction

โœ Scribed by Iain A. Macleod

Publisher
Elsevier Science
Year
1972
Weight
298 KB
Volume
7
Category
Article
ISSN
0007-3628

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๐Ÿ“œ SIMILAR VOLUMES

Matrix analysis of frames with shear wal
Matrix analysis of frames with shear walls
โœ B.K. Goyal; S.P. Sharma ๐Ÿ“‚ Article ๐Ÿ“… 1968 ๐Ÿ› Elsevier Science โš– 413 KB

The stiffness matrix approach has been used to solve frames with or without shear walls. In case of shear walls it is assumed that between the centre line and edge of the shear wall the beam is infinitely rigid. An experimental investigation has been conducted to test the validity of the assumption.

A simplified analysis of scatchard plots
A simplified analysis of scatchard plots for systems with two interacting binding sites
โœ W. C. Galley; M. Bouvier; S.-D. Clas; G. R. Brown; L. E. St-Pierre ๐Ÿ“‚ Article ๐Ÿ“… 1988 ๐Ÿ› Wiley (John Wiley & Sons) ๐ŸŒ English โš– 345 KB

## Synopsis A simple graphical method for calculating stoichiometric and site binding constants for systems with two initially equivalent interacting sites is derived from a modified Scatchard equation. The binding constants can be calculated from Scatchard plots ( r / [ A ] as a function of r ) u

On the accuracy of the continuum method
On the accuracy of the continuum method for analysis of coupled shear walls of unequal width
โœ Kuang, J. S. ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 352 KB ๐Ÿ‘ 2 views

## SUM MARY The continuous medium technique has been widely used in the preliminary analysis and design of coupled shear walls in tall buildings by practising engineers for many years. One of the basic assumptions made when using this approximate method is that the coupling beams deform with point