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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Bibliographic Details
Main Authors: Matthews,A T, Bleich,H H
Other Authors: WEIDLINGER ASSOCIATES NEW YORK
Format: Text
Language:English
Published: 1977
Subjects:
Ice
Online Access:http://www.dtic.mil/docs/citations/ADA044169
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA044169
id ftdtic:ADA044169
record_format openpolar
spelling 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
institution Open Polar
collection Defense Technical Information Center: DTIC Technical Reports database
op_collection_id ftdtic
language 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
spellingShingle 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)
author2 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
genre Ice
permafrost
genre_facet Ice
permafrost
op_source DTIC AND NTIS
op_relation http://www.dtic.mil/docs/citations/ADA044169
op_rights APPROVED FOR PUBLIC RELEASE
_version_ 1766028007824162816