I am beginning a concept design for a 100-foot tall free standing steel structure and I need some help to determine what is the most efficient bracing system. The structure is 60 feet by 60 feet in plan. There are no intermediate levels, only a top level. The top will be a slab supported on steel joists and girders. The area that the project is located in is a moderate earthquake zone.
Thanks in advance for your help.
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