Relation of static linear analysis and p-delta analysis
I am analyzing a regular structure 120 feet high in seismic zone 4. Will it come under the static lateral force procedure or dynamic analysis?
How can we relate p-delta analysis and lateral force procedure?
I am analyzing a regular structure 120 feet high in seismic zone 4. Will it come under the static lateral force procedure or dynamic analysis?
How can we relate p-delta analysis and lateral force procedure?
