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Component mode analysis of frames with shear walls

โœ Scribed by R.B. Barber; P.T. Blotter

Publisher
Elsevier Science
Year
1976
Tongue
English
Weight
923 KB
Volume
6
Category
Article
ISSN
0045-7949

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๐Ÿ“œ SIMILAR VOLUMES

Matrix analysis of frames with shear wal
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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.

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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

Effect of normal frames on shear walls
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โœ Paul C.K. Chan; W.K. Tso; Arthur C. Heidebrecht ๐Ÿ“‚ Article ๐Ÿ“… 1974 ๐Ÿ› Elsevier Science โš– 765 KB