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http://dx.doi.org/10.12989/sem.2008.28.4.479

A method for static and dynamic analyses of stiffened multi-bay coupled shear walls  

Bozdogan, Kanat Burak (Civil Engineering Department, Ege University)
Ozturk, Duygu (Civil Engineering Department, Ege University)
Publication Information
Structural Engineering and Mechanics / v.28, no.4, 2008 , pp. 479-489 More about this Journal
Abstract
In this study an approximate method based on the continuum approach and transfer matrix method for static and dynamic analyses of stiffened multi-bay coupled shear walls is presented. In this method the whole structure is idealized as a sandwich beam. Initially the differential equation of this equivalent sandwich beam is written then shape functions for each storey is obtained by the solution of differential equations. By using boundary conditions and storey transfer matrices which are obtained by these shape functions, system modes and periods can be calculated. Reliability of the study is shown with a few examples. A computer program has been developed in MATLAB and numerical samples have been solved for demonstration of the reliability of this method. The results of the samples show the agreement between the present method and the other methods given in literature.
Keywords
stiffened coupled shear wall; transfer matrix; static; dynamic;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
Times Cited By Web Of Science : 7  (Related Records In Web of Science)
Times Cited By SCOPUS : 4
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