Civil Engineering Association

Analysis of three-dimensional tall building structures.

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The elastic analyses of three-dimensional symmetric
and asymmetric st ractures consisting of various load
bearing elements have been presented in this thesis.
Based on the continuous connection technique, closedform
solutions have been presented for the particular
cases of uniform symmetric cross-wall and wall-frame
structures subjected to distributed lateral loads.
A modification to the continuum method of analysis of
wall-frame structures has been made to allow the base
flexibility of the two components to be included.

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TAFATNEB

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