Abstract
Solution techniques and guidelines for convergence and error controls are presented for static and dynamic stability investigations of imperfection-sensitive reticulated space structures. The structure may be subjected to independent loading parameters and finite disturbances. The state of stability investigations of reticulated space structures is briefly described and reflected by the references cited. The determination of the static stability parameters including the degree of stability of equilibrium, which forms the basis of a sufficient condition of dynamic stability, is illustrated for a geodesic dome model.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
