Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/6785Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | University of California, Berkeley. Structural Engineering Laboratory. | - |
| dc.contributor | United States. Defense Atomic Support Agency. | - |
| dc.contributor.author | Farhoomand, I. (Iraj) | - |
| dc.contributor.author | Wilson, Edward L., 1931 | - |
| dc.date.accessioned | 2016-03-23T20:32:07Z | - |
| dc.date.available | 2016-03-23T20:32:07Z | - |
| dc.date.issued | 1970-01 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/6785 | - |
| dc.description | Contract report | - |
| dc.description | Abstract: 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.publisher | Weapons Effects Laboratory (U.S.) | - |
| dc.publisher | Engineer Research and Development Center (U.S.) | - |
| dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1048611 | - |
| dc.relation.ispartofseries | Contract report (U.S. Army Engineer Waterways Experiment Station) ; N-70-1. | - |
| dc.rights | Approved for public release; distribution is unlimited. | - |
| dc.source | This Digital Resource was created from scans of the Print Resource. | - |
| dc.subject | Blast effects | - |
| dc.subject | Computer programs | - |
| dc.subject | Finite element method | - |
| dc.subject | Subsurface structures | - |
| dc.title | A nonlinear finite element code for analyzing the blast response of underground structures | - |
| dc.type | Report | en_US |
| Appears in Collections: | Contract Report | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CR-N-70-1.pdf | 1.62 MB | Adobe PDF |  View/Open |