The POSSI Code - A Computer Program for a Two-Dimensional Problem of Soil Structure Interaction-Lined Cavity in a Bilinear Medium Axisymmetric Case.
POSSI is a FORTRAN Computer code for computing the response of an axisymmetric soil/structure interaction problem cylindrical (r,z) coordinates. The configuration consists of a lined cylindrical cavity of finite length extending from the surface into a semi-infinite half-space, and loaded internally...
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ftdtic:ADA044169 2023-05-15T16:37:42+02:00 The POSSI Code - A Computer Program for a Two-Dimensional Problem of Soil Structure Interaction-Lined Cavity in a Bilinear Medium Axisymmetric Case. Matthews,A T Bleich,H H WEIDLINGER ASSOCIATES NEW YORK 1977-03 text/html http://www.dtic.mil/docs/citations/ADA044169 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA044169 en eng http://www.dtic.mil/docs/citations/ADA044169 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Snow Ice and Permafrost Computer Programming and Software Structural Engineering and Building Technology *COMPUTER PROGRAMS EQUATIONS OF MOTION INTERACTIONS TWO DIMENSIONAL DYNAMIC RESPONSE COMPUTER PROGRAMMING FORTRAN CYLINDRICAL BODIES STRUCTURAL RESPONSE SHEAR STRESSES AXISYMMETRIC BURIED OBJECTS SOIL DYNAMICS SUBROUTINES CAVITY LINERS POSSI Computer program Text 1977 ftdtic 2016-02-20T14:17:02Z POSSI is a FORTRAN Computer code for computing the response of an axisymmetric soil/structure interaction problem cylindrical (r,z) coordinates. The configuration consists of a lined cylindrical cavity of finite length extending from the surface into a semi-infinite half-space, and loaded internally with a pressure p(z, t) or p(r, t) where applicable. The cavity lining is a thin cylindrical shell with bending stiffness, welded to an axisymmetric circular bottom plate with both bending and extensional motion. A right angle may be maintained at the plate/shell connection. The surrounding material is bilinear, with hysteresis in volumetric response only. (Author) Text Ice permafrost Defense Technical Information Center: DTIC Technical Reports database |
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Defense Technical Information Center: DTIC Technical Reports database |
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English |
topic |
Snow Ice and Permafrost Computer Programming and Software Structural Engineering and Building Technology *COMPUTER PROGRAMS EQUATIONS OF MOTION INTERACTIONS TWO DIMENSIONAL DYNAMIC RESPONSE COMPUTER PROGRAMMING FORTRAN CYLINDRICAL BODIES STRUCTURAL RESPONSE SHEAR STRESSES AXISYMMETRIC BURIED OBJECTS SOIL DYNAMICS SUBROUTINES CAVITY LINERS POSSI Computer program |
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Snow Ice and Permafrost Computer Programming and Software Structural Engineering and Building Technology *COMPUTER PROGRAMS EQUATIONS OF MOTION INTERACTIONS TWO DIMENSIONAL DYNAMIC RESPONSE COMPUTER PROGRAMMING FORTRAN CYLINDRICAL BODIES STRUCTURAL RESPONSE SHEAR STRESSES AXISYMMETRIC BURIED OBJECTS SOIL DYNAMICS SUBROUTINES CAVITY LINERS POSSI Computer program Matthews,A T Bleich,H H The POSSI Code - A Computer Program for a Two-Dimensional Problem of Soil Structure Interaction-Lined Cavity in a Bilinear Medium Axisymmetric Case. |
topic_facet |
Snow Ice and Permafrost Computer Programming and Software Structural Engineering and Building Technology *COMPUTER PROGRAMS EQUATIONS OF MOTION INTERACTIONS TWO DIMENSIONAL DYNAMIC RESPONSE COMPUTER PROGRAMMING FORTRAN CYLINDRICAL BODIES STRUCTURAL RESPONSE SHEAR STRESSES AXISYMMETRIC BURIED OBJECTS SOIL DYNAMICS SUBROUTINES CAVITY LINERS POSSI Computer program |
description |
POSSI is a FORTRAN Computer code for computing the response of an axisymmetric soil/structure interaction problem cylindrical (r,z) coordinates. The configuration consists of a lined cylindrical cavity of finite length extending from the surface into a semi-infinite half-space, and loaded internally with a pressure p(z, t) or p(r, t) where applicable. The cavity lining is a thin cylindrical shell with bending stiffness, welded to an axisymmetric circular bottom plate with both bending and extensional motion. A right angle may be maintained at the plate/shell connection. The surrounding material is bilinear, with hysteresis in volumetric response only. (Author) |
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WEIDLINGER ASSOCIATES NEW YORK |
format |
Text |
author |
Matthews,A T Bleich,H H |
author_facet |
Matthews,A T Bleich,H H |
author_sort |
Matthews,A T |
title |
The POSSI Code - A Computer Program for a Two-Dimensional Problem of Soil Structure Interaction-Lined Cavity in a Bilinear Medium Axisymmetric Case. |
title_short |
The POSSI Code - A Computer Program for a Two-Dimensional Problem of Soil Structure Interaction-Lined Cavity in a Bilinear Medium Axisymmetric Case. |
title_full |
The POSSI Code - A Computer Program for a Two-Dimensional Problem of Soil Structure Interaction-Lined Cavity in a Bilinear Medium Axisymmetric Case. |
title_fullStr |
The POSSI Code - A Computer Program for a Two-Dimensional Problem of Soil Structure Interaction-Lined Cavity in a Bilinear Medium Axisymmetric Case. |
title_full_unstemmed |
The POSSI Code - A Computer Program for a Two-Dimensional Problem of Soil Structure Interaction-Lined Cavity in a Bilinear Medium Axisymmetric Case. |
title_sort |
possi code - a computer program for a two-dimensional problem of soil structure interaction-lined cavity in a bilinear medium axisymmetric case. |
publishDate |
1977 |
url |
http://www.dtic.mil/docs/citations/ADA044169 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA044169 |
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Ice permafrost |
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Ice permafrost |
op_source |
DTIC AND NTIS |
op_relation |
http://www.dtic.mil/docs/citations/ADA044169 |
op_rights |
APPROVED FOR PUBLIC RELEASE |
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1766028007824162816 |