Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in)
1944
2 pages
Aufsatz (Zeitschrift)
Englisch
© 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
|Explicit Stresses under Rectangular Footings
Online Contents | 1994
|Design of Large Footings for One-Way Shear
Online Contents | 2011
|Reinforced concrete wall footings and column footings
TIBKAT | 1913
|