Method to calculate failure probability for structural engineering
MC_CRUDE(
lsf,
lDistr,
cov_user = 0.05,
n_batch = 400,
n_max = 1e+07,
use_threads = 6,
dataRecord = TRUE,
debug.level = 0
)objective function with limit state function in form of function(x) x[1]+x[2]...
list ob distribiutions regarding the distribution object of TesiproV
The Coefficent of variation the simulation should reach
Size per batch for parallel computing
maximum of iteration the MC should do - its like a stop criterion
Number of threads for parallel computing, use_threds=1 for single core. Doesnt work on windows!
If True all single steps are recorded and available in the results file after on
If 0 no additional info, if 2 high output during calculation
The results will be provided within a list with the following objects. Acess them with "$"-accessor
pf probablity of failure
pf_FORM probablity of failure of the FORM Algorithm
var variation
cov_mc coefficent of the monteCarlo
n_mc number of iterations done
Spaethe, G.: Die Sicherheit tragender Baukonstruktionen, 2. Aufl. Wien: Springer, 1991. <U+2013> ISBN 3-211-82348-4