Research Article
Jun 1982
Dynamic Characteristics of Frame-Wall Systems
Publication: Journal of the Structural Division
Volume 108, Issue 6
Abstract
The first three natural frequencies and the corresponding mode shapes for fixed-base frame-wall systems are presented. The system is modelled as a continuum of uniform properties incorporating the shear deformation in the wall. The resulting fourth-order homogeneous differential equation in terms of lateral displacement is solved exactly using an appropriate numerical technique. The results are presented for various combinations of the two nondimensional parameters which together incorporate all the geometric and material properties of the frame-wall system. The mode shapes are presented in terms of the first three normal modes of a uniform slender cantilever. The nondimensional base shears appropriate for the response spectrum analysis of the system under seismic loading are also given.
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Published In
Journal of the Structural Division
Volume 108 • Issue 6 • June 1982
Pages: 1201 - 1218
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Jun 1982
Published online: Feb 1, 2021
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Authors
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Amiya K. Basu, F.ASCE
Prof. of Civ. Engrg., Indian Inst. of Tech., New Delhi, India
Ashok K. Nagpal
Asst. Prof., Indian Inst. of Tech., New Delhi, India
Ashwani K. Nagar
Executive Engr., Post & Telegraph Dept. (Civ. Wing), Ministry of Communication, Government of India, New Delhi
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.