Please use this identifier to cite or link to this item:
Full metadata record
DC FieldValueLanguage
dc.contributorUniversity of California, Berkeley. Structural Engineering Laboratory.-
dc.contributorUnited States. Defense Atomic Support Agency.-
dc.contributor.authorFarhoomand, I. (Iraj)-
dc.contributor.authorWilson, Edward L., 1931-
dc.descriptionContract report-
dc.descriptionAbstract: A nonlinear, axisymmetric, dynamic finite-element method of analysis computer program is developed. Elastic, two-dimensional problems can also be analyzed without loss of efficiency. An extensive description of the analytical procedures used in the code is given. A FORTRAN IV listing of the computer code is presented along with information on utilizing the code to run problems. Analytical results are compared with experimental data obtained from testing a modeled buried structure subjected to a blast loading.-
dc.publisherWeapons Effects Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relation.ispartofseriesContract report (U.S. Army Engineer Waterways Experiment Station) ; N-70-1.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource.-
dc.subjectBlast effects-
dc.subjectComputer programs-
dc.subjectFinite element method-
dc.subjectSubsurface structures-
dc.titleA nonlinear finite element code for analyzing the blast response of underground structures-
Appears in Collections:Contract Report

Files in This Item:
File Description SizeFormat 
CR-N-70-1.pdf1.62 MBAdobe PDFThumbnail