A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Determination of stresses on anchor blocks
Mathematical formula is given for design of penstock anchorages; more accurate determination of operating forces provides more economic system; discussion of pipe lines above ground, buried pipe lines, concreted pipe lines, and pipe lines in tunnel; factors in calculation are weight of filled and empty pipe line, hydraulic, thermal, and frictional forces.
Determination of stresses on anchor blocks
Mathematical formula is given for design of penstock anchorages; more accurate determination of operating forces provides more economic system; discussion of pipe lines above ground, buried pipe lines, concreted pipe lines, and pipe lines in tunnel; factors in calculation are weight of filled and empty pipe line, hydraulic, thermal, and frictional forces.
Determination of stresses on anchor blocks
ASCE -- Proc (J Power Div)
Bouchayer, M.R. (author)
1959
42 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
| ASCE | 2021
Determination of stresses in anchor blocks of pressure pipe lines
| Engineering Index Backfile | 1957
Distribution of stress in anchor blocks
| Engineering Index Backfile | 1960
The measurement of stresses in anchor piles
| TIBKAT | 1967
Anchor zone stresses in prestressed concrete beams
| Engineering Index Backfile | 1964