Stability of Slender Masonry Columns with Circular Cross-Section under Their Own Weight and Eccentric Vertical Load
Author:
Publisher
Informa UK Limited
Subject
Visual Arts and Performing Arts,Architecture,Conservation
Link
http://www.tandfonline.com/doi/pdf/10.1080/15583058.2016.1177748
Reference34 articles.
1. Dynamic instability of a transversely isotropic column subjected to a compression pulse
2. THE ELASTIC BUCKLING OF BRITTLE COLUMNS. (INCLUDES APPENDICES).
3. Stability of columns with no tension strength and bounded compressive strength and deformability. Part I: large eccentricity
4. Explicit Solutions for the Stability of No-Tension Beam-Columns
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