The comparison of ductility levels of concentric and eccentric braced multi storey steel buildings due to the non-linear behavior
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Abstract (EN)
%90 of population is located at the region of %95 of our country. We are faced with an earthquake risk due to %95 of our industry is also located at this region.By the way of integration in Europe Union, our country is also giving a great effort for the civil engineering codes.As a reason of this , 10 storey commercial building has been taken as a sample model, ductility behaviours are measured within concentric and eccentric braced ones. Each models are compared in order to find the most proper structural system.
Author
Mithat Bora Bulut
Institution
Sakarya University
Division of Structural Engineering
How to Cite
Mithat Bora Bulut (Master Thesis). The comparison of ductility levels of concentric and eccentric braced multi storey steel buildings due to the non-linear behavior, 2008, Sakarya University, İnşaat Mühendisliği Bölümü.
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