Update search
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
NARROW
Format
Journal
Type
Date
Availability
1-3 of 3
Keywords: MULTIPLE
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Journal Articles
Journal of the Institution of Civil Engineers (1938) 7 (3): 447–464.
Published: 01 January 1938
...A J S PIPPARD APPLICATIONS PRINCIPLES SUPERPOSITION STRUCTURAL PROBLEMS THEOREMS ENCASTRE BEAMS ELASTIC ARCHES BOWS GIRDERS BRACED FRAMES REDUNDANT BARS MULTIPLE LOADS STRUCTURES SOLUTIONS SYMMETRICAL PIPPARD ON THE PRINCIPLE OF SUPERPOSITION. 447 Paper No. 5145...
Journal Articles
Journal of the Institution of Civil Engineers (1937) 5 (6): 687–759.
Published: 01 April 1937
... MACHINERY CABINS CONTROL OPERATION PORTAL SAFETY GATES POWER CONSUMPTION MOVING PAINT ROADS RIVERS MULTIPLE CONTINUOUS STEEL CANTILEVER GIRDERS REINFORCED PILES SUSPENDED BEARING EXPANSION JOINTS ROADWAYS SUPERSTRUCTURES KINCARDINE FORTH SCOTLAND UK BROWN...
Journal Articles
Journal of the Institution of Civil Engineers (1936) 4 (2): 281–306.
Published: 01 December 1936
... . . . . . Experiments on two-pinned arch with abutments spread or contracted Analytical explanation . . . . . . . . . . . . . . Ultimate failure of two-pinned arch . . . . . . . . . . Experiments on a fixed-endarch . . . . . . . . . . . Experiments on a fixed-end arch with abutments spread or contracted Multiple loads...
