sri vidya college of engineering technology question bank department civil semester vii sub code name ce6701 structural dynamics earthquake engineering unit ii multiple degree of freedom system two marks questions ...
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...Sri vidya college of engineering technology question bank department civil semester vii sub code name ce structural dynamics earthquake unit ii multiple degree freedom system two marks questions and answers define degrees the no independent displacements required to displaced positions all masses relative their original position is called for dynamic analysis write a short note on matrix deflation technique whenever starting vector iteration method yields same lowest eigen value obtain next one already found must be suppressed this possible by selecting that orthogonal values or modifying any arbitrarily selected initial form evaluated vectors xl computed as in previous example x would l corresponding frequency will higher than but lower other examples multi engineeering page what mean flexibility stiffness k there another property known which nothing reciprocal f thus inverse jacobi s while enable us calculate after simultaneously series transformations classical prescribed non diagon...