Synthesis of the force and displacement methods of structural mechanics. The planar truss case

Krzysztof Zbigniew Hetmański

Abstract

The papers delivers a new computational method of statical analysis of frames, well suited for both the 2D and 3D settings and easily generalizable to the case of the presence of big axial forces. The method is based on the compatibility equations which have their roots in the force method, while the unknowns refer to the displacement method. These equations involve also the unknown cross sectional forces which are the force method unknowns. The method proposed can be viewed as the displacement method with an implicit procedure of deriving the stiffness equations
Author Krzysztof Zbigniew Hetmański IIB
Krzysztof Zbigniew Hetmański,,
- The Institute of Civil Engineering
Journal seriesMATEC Web of Conferences, ISSN , e-ISSN 2261-236X
Issue year2016
Vol86
Pages1-7
Publication size in sheets0.5
Conference5th International Scientific Conference on Integration, Partnership and Innovation in Construction Science and Education (IPICSE 2016), 16-10-2016 - 17-10-2016, Moskwa, Rosja
Keywords in Englishstructural mechanics
DOIDOI:10.1051/matecconf/20168601004
Languageen angielski
File
matecconf_ipicse2016_01004.pdf 114.69 KB
Score (nominal)15
ScoreMinisterial score = 15.0, 28-11-2017, ArticleFromJournalAndMatConf
Ministerial score (2013-2016) = 15.0, 28-11-2017, ArticleFromJournalAndMatConf
Citation count*0
Cite
Share Share

Get link to the record
msginfo.png


* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.
Back