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Effect of normal frames on shear walls

✍ Scribed by Paul C.K. Chan; W.K. Tso; Arthur C. Heidebrecht

Publisher
Elsevier Science
Year
1974
Weight
765 KB
Volume
9
Category
Article
ISSN
0007-3628

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πŸ“œ SIMILAR VOLUMES

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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.

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In this paper, the dynamic behaviour of coupled shear wall-frame systems is analyzed. A continuum approach for coupled shear walls with any number of opening rows is used, accounting for shear strain effects in both solid walls and lintel beams. A finite element formulation based on hierarchical sha

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✍ Riko Rosman πŸ“‚ Article πŸ“… 1974 πŸ› Elsevier Science βš– 635 KB

Applyhlg the shear-cantilever concept to describe the dΒ’fleetion-load relationship of the fi'ames, buckling and~'ee vibrations of shear-wall-/)'ame structures are investigated. Both the plane and the torsional problem are dealt with. Simple .formulae are derit, ed for the buckling loads and Ji'ee-t