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DYNAMIC ANALYSIS OF COUPLED SHEAR WALL-FRAME SYSTEMS

✍ 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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✦ 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.


πŸ“œ SIMILAR VOLUMES


Matrix analysis of frames with shear wal
✍ B.K. Goyal; S.P. Sharma πŸ“‚ Article πŸ“… 1968 πŸ› Elsevier Science βš– 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.

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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