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
1-6 of 6
Keywords: UNSTIFFENED
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
Proceedings of the Institution of Civil Engineers (1989) 87 (4): 443–467.
Published: 01 December 1989
...G W HUNT © Thomas Telford and ICE 1989 BIFURCATION THEORY SYMMETRY UNSTIFFENED PLATES FLEXURAL NON LINEAR LOCALISATION MODES SPRINGS ELASTIC RIGID STRUCTURAL INSTABILITY PROPERTIES STIFFENED SHELLS TORSIONAL INTERACTION ELEMENTS ANALYSIS LINK COMPONENTS DESIGN...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (2): 479–512.
Published: 01 June 1981
... CRITICAL STIFFENERS BUCKLING CYLINDERS IMPERFECTIONS AXIAL ENERGY CLASSICAL SHELLS UNSTIFFENED GEOMETRY ENDS PRACTICE POTENTIAL BOUNDARIES EQUATIONS STRINGERS PREDICTION SENSITIVE LOADS EROSION MODELLING SENSITIVITY SUPPORT SAFETY BEHAVIOUR ECCENTRICITY Proc. Instn Civ. Engrs...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (4): 971–986.
Published: 01 December 1979
... TORSIONAL DEFORMATION REINFORCED AXIAL FORCES REDUCTION WIND MOMENTS WARPING SOLUTIONS ACCURACY TESTS STOREYS TOP UNSTIFFENED SHAPE BOUNDARIES CONDITIONS UNIFORM DISTRIBUTION AXIS EXPERIMENTS Proc. Instn Cio. Engrs, Part 2, 1979, 67, Dec., 911-986 8255 stAifnfeanlyesdis of non-planar...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (2): 413–419.
Published: 01 June 1978
...HM HAYDL; AN SHERBOURNE © Thomas Telford and ICE 1978 WATERLOO UNIVERSITY ONTARIO DESIGN DUCTS DISTRIBUTION ESTIMATES STIFFENERS LOADS BEAMS UNSTIFFENED LARGE GRANULAR HYDROSTATICS SPACING SHELLS EQUATIONS CIRCULAR PRESSURE MATERIALS RING THEORY Proc. Instn Ciu...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (1): 17–39.
Published: 01 March 1978
...WSS SIMONIAN; F SAWKO © Thomas Telford and ICE 1978 AZARABADEGAR UNIVERSITY IRAN LIVERPOOL UNIVERSITY ELASTIC TRAPEZOIDAL STEEL BRIDGES DISTRIBUTION FLANGES STIFFENED COEFFICIENTS BEHAVIOUR STIFFENERS ECCENTRIC BUCKLING SUPPORTS BOX INTERACTION SHEAR UNSTIFFENED...
Journal Articles
Proceedings of the Institution of Civil Engineers (1971) 48 (3): 465–474.
Published: 01 March 1971
... suspended between the cantilevers support the preformed roofing panels as sFhiogw. 1n. in Theory for unstiffened roof loaded by a uniformly distributed load 3. The equilibrium of the three-dimensional structure can be simplified to the considerationof the equilibriumof the cantilever beamswith loads applied...
