About the author  ⁄ Nicholas D. Robinson, P.E.

Nicholas D. Robinson, P.E. is a staff engineer at Kiewit Power Engineers Co. He can be reached at nicholas.robinson@kiewit.com.

A Practical Approach

Historically, equivalent static analysis procedures have been used to determine seismic design forces for conventional structures. In certain situations involving critical or highly complex structures, modal analysis procedures utilizing the elastic response spectrum concept have been employed. Both of these analysis procedures are computationally inexpensive yet they can be overly conservative.

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STRUCTURE magazine