An incremental, non-linear displacement method for the elastic analysis of space trusses and plane frames
Includes bibliographical references. === An incremental displacement method which takes account of finite deflections is developed for the elastic non-linear analysis of space trusses. In the incremental loading procedure the elastic critical load of a structure is determined by establishing the loa...
Main Author: | Dittmer, Colin Thomas |
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Other Authors: | Martin, JB |
Format: | Dissertation |
Language: | English |
Published: |
University of Cape Town
2015
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Subjects: | |
Online Access: | http://hdl.handle.net/11427/12291 |
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