A platform for research: civil engineering, architecture and urbanism
Jan 1935 n 1 p 41-48: Theoretical determination of "ideal" vertical load giving jetty its maximum power of resistance against horizontal blows. Feb n 2 p 107-113: Application of author's theory to design of recently completed jetty on Thames River. See also Engineering Index 1934 p 823. (See also - v 29 n 5 May 1934 p 333-8)
Jan 1935 n 1 p 41-48: Theoretical determination of "ideal" vertical load giving jetty its maximum power of resistance against horizontal blows. Feb n 2 p 107-113: Application of author's theory to design of recently completed jetty on Thames River. See also Engineering Index 1934 p 823. (See also - v 29 n 5 May 1934 p 333-8)
Design of piled jetties and piers
Concrete Constr Eng
Arup, O. (author)
1935
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Design of piled jetties and piers
Engineering Index Backfile | 1934
|Design of piled jetties and piers
Engineering Index Backfile | 1934
|Design of piled jetties and piers
Engineering Index Backfile | 1934
|The Design of Piers, Jetties, and Dolphins
ASCE | 2021
|Strengthening of Existing Piers and Jetties
British Library Conference Proceedings | 1995
|