Elasto-plastic analysis of frames with bending moments and axial force interaction

Apostolos Fafitis, Sebastian A. Jayamaha

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

A menu driven computer program has been developed for Nonlinear analysis of plane framed structures. This program utilizes the stiffness method. Only material nonlinearity has been considered. A full screen editor facilitates the input and editing of data. The input data are stored for changes to the original structure. Individual files are created for each of the data categories and are stored in ASCII format. A method of plastic analysis of plane frames taking the interaction of bending moments (M) and axial force (P) into account has been developed. A yield curve on the M-P space of the form f(M,P)=O is assumed.

Original languageEnglish (US)
Title of host publicationMechanics Computing in 1990's and Beyond
EditorsHojjat Adeli, Robert L. Sierakowski
PublisherPubl by ASCE
Pages686-690
Number of pages5
ISBN (Print)0872628043
StatePublished - Jan 1 1991
EventASCE Engineering Mechanics Specialty Conference - Columbus, OH, USA
Duration: May 20 1991May 22 1991

Publication series

NameMechanics Computing in 1990's and Beyond

Other

OtherASCE Engineering Mechanics Specialty Conference
CityColumbus, OH, USA
Period5/20/915/22/91

ASJC Scopus subject areas

  • Engineering(all)

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  • Cite this

    Fafitis, A., & Jayamaha, S. A. (1991). Elasto-plastic analysis of frames with bending moments and axial force interaction. In H. Adeli, & R. L. Sierakowski (Eds.), Mechanics Computing in 1990's and Beyond (pp. 686-690). (Mechanics Computing in 1990's and Beyond). Publ by ASCE.