DYNAMIC ANALYSIS OF COUPLED SHEAR WALL-FRAME SYSTEMS
β Scribed by D. Capuani; M. Merli; M. Savoia
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 643 KB
- Volume
- 192
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
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 shape functions is developed for the coupled walls, and an assembling procedure is presented for obtaining the global mass and stiffness matrices of the wall-frame assembly. The free vibrations of coupled shear walls are studied first to test the convergence of the proposed method, and the results obtained agree very well with theoretical and experimental results reported in the literature. Finally, the modal analysis and the response spectrum technique are used to study the coupled shear wall-frame interaction for two high-rise reinforced concrete buildings subject to earthquake excitation.
π SIMILAR VOLUMES
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.
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