09-08-2010, 02:29 AM
hi adekajeng
what did you man by " If your intention is seismic evaluation, pls use small quantity of lateral force (e.g. max 1kN at the top floor). " is this lateral force in addition to the pushover load pattern.
i will change the parameters as you suggested and hope that converge the solution
regards
what did you man by " If your intention is seismic evaluation, pls use small quantity of lateral force (e.g. max 1kN at the top floor). " is this lateral force in addition to the pushover load pattern.
i will change the parameters as you suggested and hope that converge the solution
regards
Earthquake does not kill people, buildings do