研究论文
Explicit Solutions for the Stability of No-Tension Beam-Columns
Anna De Falco, M. Lucchesi
University of Pisa University of Florence
来源International Journal of Structural Stability and Dynamics
年份2003
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摘要与影响
摘要 · 完整
This work concerns the stability of rectangular cross-sectional piles made of a no-tension material and subjected to an axial load acting at the extremities within the middle third of the cross section. The resulting differential equations are solved, and an explicit relation between the load and a suitable deformability parameter obtained.
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学术脉络
学科主题
工程Geotechnical Engineering and Soil Mechanics
Vibration and Dynamic Analysis · Geotechnical Engineering and Soil Stabilization
参考文献 4
Stability of masonry piers
被引 38R. Frisch‐Fay · International Journal of Solids and Structures · 1975
THE ELASTIC BUCKLING OF BRITTLE COLUMNS. (INCLUDES APPENDICES).
被引 21JC CHAPMAN, J SLATFORD, EULER · Proceedings of the Institution of Civil Engineers · 1957
Stability and Load Capacity of Members with No Tensile Strength
被引 82Felix Y Yokel · Journal of the Structural Division · 1971
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引用本文 17
Estimation of the axial behaviour of masonry walls based on Artificial Neural Networks
被引 47Julio Garzón-Roca, José M. Adam, Cristián Sandoval · Computers & Structures · 2013
Effects of material and geometric non-linearities on the collapse load of masonry arches
被引 31Barbara Pintucchi, Nicola Zani · European Journal of Mechanics - A/Solids · 2008
No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads
被引 18Anna De Falco, Massimiliano Lucchesi · International Journal of Mechanical Sciences · 2006
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