FE Analysis of Complex Discontinuous and Jointed Structural Systems

In this part, a non-linear 3D finite element model for the analysis of unreinforced masonry walls subjected to static and seismic loads is presented, in order to demonstrate the applicability and potential of the method proposed in Part 1. The work reported here could also stand “on-its-own”, due t...

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Bibliographic Details
Main Authors: A.D. Tzamtzis, P.G. Asteris
Format: Article
Language:English
Published: Electronic Journals for Science and Engineering - International 2004-01-01
Series:Electronic Journal of Structural Engineering
Subjects:
Online Access:http://10.0.0.97/EJSE/article/view/44