The Structural Engineer > Archive > Volume 62 (1984) > Issues > Issue 14 > Dynamic Response of a Slender, Articulated Space Frame
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Dynamic Response of a Slender, Articulated Space Frame

In tall structures the designer often has to deal with a major question in design, ‘what is the natural frequency of the structure, does it correspond to a known dynamic load, and, if so, how can the structure be altered to change that natural frequency sufficiently?’ G.M. Naief