Theoretical and numerical study of symmetric,in-plane,free vibration of timoshenko portal frame with open crack

【Author】

Nikam Mangesh Satyavan;Kumar Sandeep;S.M.Murigendrappa;

【Abstract】

<正>The local flexibility introduced by cracks changes the vibration behavior of the structure and by examining this change,crack severity can be identified.This paper presents the natural frequencies of symmetric,inplane free-vibrations of Timoshenko portal frame with and without open

【Keywords】

free;

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