A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of problem can be considerably simplified by substituting circular arcs for curved failure line.
Analysis of problem can be considerably simplified by substituting circular arcs for curved failure line.
Shear failures under footings
Civ Eng (NY)
Andersen, P. (author)
1944
2 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
One-way shear strength of large footings
| Online Contents | 2000
One-way shear strength of large footings
| British Library Online Contents | 2000
Design of Large Footings for One-Way Shear
| Online Contents | 2011
Intensity of pressure under footings
| Engineering Index Backfile | 1932
Explicit Stresses under Rectangular Footings
| Online Contents | 1994