Skip Nav Destination
Close Modal
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
1-13 of 13
Keywords: CONTINUUM
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
FRAME - SOIL INTERACTION AND WINKLER MODEL.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1991) 91 (3): 477–494.
Published: 01 September 1991
...M M ALLAM; K S SUBBA RAO; B V V SUBRAMANYA; WINKLER FRAMES SOILS INTERACTION SPRINGS WINKLER SPRINGS MODELS SUPPORT LINEAR ELASTICITY FRAMED SOIL STRUCTURE ANALYSIS ELASTIC HALF SPACE CONTINUUM BEAMS FOUNDATIONS RELATIVE STIFFNESS RATIOS VARIATIONS INTERACTIVE OPEN PLANE...
Journal Articles
EFFECT OF A SINGLE DEEP BEAM ON TWIN SHEAR WALLS WITH RATIONAL COUPLIN G.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1988) 85 (3): 503–515.
Published: 01 September 1988
...HC CHAN; JS KUANG © Thomas Telford and ICE 1988 HONG KONG UNIVERSITY BEAMS DEEP SINGLE TWIN SHEAR WALLS RATIONAL COUPLING METHODS ANALYSIS EFFECT STIFFENED FLEXIBLE RIGID FOUNDATIONS STRUCTURES CONTINUUM HEIGHT STRUCTURAL BEHAVIOUR COUPLED INSTALLATION FORCES...
Journal Articles
DESIGN OF A FLEXIBLE RAFT FOUNDATION OF IRREGULAR SHAPE.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1986) 80 (4): 1013–1038.
Published: 01 August 1986
... MODELLING CONTINUUM INTERACTION SERVICEABILITY FLEXURAL REINFORCEMENT SITES ECONOMICS STRUCTURAL INTEGRITY CORES BASES Proc. Instn Ciu. Engrs, Part 1, 1986,80, Aug., 1013-1038 9078 GROUND ENGINEERING GROUP Design of a flexible raft foundetionof irregular shape J. A. HOOPER, MEng, PhD, DIC...
Journal Articles
ELASTIC SETTLEMENT OF A TRANSVERSELY ISOTROPIC CONTINUUM WITH SURFACE LOADING OVER A POLYGONAL REGION.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1985) 79 (2): 247–273.
Published: 01 June 1985
...JA HOOPER; STEINBRENNER © Thomas Telford and ICE 1985 OVE ARUP PARTNERSHIP ELASTIC SETTLEMENT CONTINUUM TRANSVERSE ISOTROPIC SURFACE LOADS POLYGONS INTEGRAL VERTICAL STRAIN TRIANGLES DISPLACEMENT MATERIALS ANGLES EQUATIONS CALCULATIONS RIGHT ANGLES APPROXIMATION...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 78 (3): 617–623.
Published: 01 June 1985
... CONTINUUM SPRINGS BAGHDAD IRAQ MIDDLE EAST Proc. lnstn Ciu. Enyrs, Part 1, 1985.78,Jun., 617423 DISCUSS8I6O7N8 ENGRINOEUENRDING GROUP Analysis and designof a large raft foundation in Baghdad J. A. Hooper Mr G .M. J. Williams, Scott, Wilson Kirkpatrick and Partners I served an apprenticeship...
Journal Articles
ANALYSIS OF SHEAR-WALL AND SHEAR-CORE ASSEMBLY SUBJECTED TO LATERAL AN D TORSIONAL LOADING.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1985) 79 (1): 119–133.
Published: 01 March 1985
...D HO; CH LIU © Thomas Telford and ICE 1985 HONG KONG UNIVERSITY ANALYSIS SHEAR WALLS CORES LATERAL TORSIONAL LOADS ASSEMBLY METHODS FINITE STRIP COMPUTERS MICROCOMPUTERS CONTINUUM FRAMES EQUILIBRIUM FORCES VERTICAL COMPATIBILITY EQUATIONS SOLUTIONS NON PLANAR...
Journal Articles
DISTRIBUTION OF LATERAL FORCES IN STRUCTURES CONSISTING OF CORES, COUP -LED SHEAR WALLS AND RIGIDLY JOINTED FRAMES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1982) 73 (4): 731–745.
Published: 01 December 1982
...A COULL; H KHACHATOORIAN © Thomas Telford and ICE 1982 GLASGOW UNIVERSITY DISTRIBUTION LATERAL FORCES STRUCTURES CORES COUPLED SHEAR WALLS RIGID JOINTS FRAMES THEORY ANALYSIS SYMMETRICAL ASSEMBLY FRAMEWORK BENDING TORSION CONTINUUM SHEAR TECHNIQUES CANTILEVER...
Journal Articles
SIMPLIFIED ELASTO-PLASTIC ANALYSIS OF COUPLED SHEAR WALLS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1982) 73 (2): 365–381.
Published: 01 June 1982
...A COULL; BS CHOO Proc. Instn Ciu.Engrs, Part 2,1982,73,June, 365-381 8524 Simplified elasto-plastic analysis of coupled shear walls A. COULL, BSc, PhD, FRSE, FICE, FIStructE* B. S. CHOO, BSc, PhD* An approximate method, based on the continuum approach, is presented for the analysis of the non...
Journal Articles
ELASTO-PLASTIC ANALYSIS OF CORE STRUCTURES SUBJECTED TO TORSION.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1981) 71 (3): 789–804.
Published: 01 September 1981
... LIMITING FACTORS STRESS ELASTIC CORES CONTINUUM LOADS BOX LINTELS PLASTIC MOMENTS CONNECTING WORKING VALUE TORQUE DEFORMATION SOLUTIONS Proc. lnstn Civ. Engrs, Part 2, 1981,71, Sept., 789-804 Elasto-plastic analysis of core structures subjectedto torsion A. COULL, BSc, PhD, FRSE, FICE...
Journal Articles
UNIFIED METHODS FOR TORSIONAL ANALYSIS OF SHEAR CORE, FRAME-TUBE AND TUBE IN TUBE STRUCTURES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1981) 71 (2): 463–477.
Published: 01 June 1981
...TC LIAUW; WK LUK; VZ VLASOV © Thomas Telford and ICE 1981 HONG KONG UNIVERSITY UNIFIED ANALYSIS FRAMES TORSION LOADS MODELS PERSPEX THIN WALLED THEORY NUMERICAL EFFECT CORRECTIONS EQUATIONS THEORY METHODS SHEAR TUBES SOLUTIONS TWISTING TESTS CONTINUUM ELASTIC...
Journal Articles
A NON-LINEAR ANALYSIS OF THE COMPOSITE ACTION OF MASONRY WALLS ON BEAMS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1979) 67 (1): 93–110.
Published: 01 March 1979
...AW PAGE NEWCASTLE UNIVERSITY NSW NON LINEAR ACTION BEAMS BEHAVIOUR CONTINUUM MORTAR PROGRESSIVE SHEAR BRICKWORK STEEL PANELS PROGRAMS LOADS VERTICAL UNIAXIAL ANALYSIS MASONRY FINITE ELEMENTS ELASTIC ELEMENTS LINKAGES DEFORMATION FAILURES TENSILE VIOLATION WALLS...
Journal Articles
CRITICAL LOADS OF BUILT-UP COLUMNS AND A POCKET CALCULATOR PROGRAM.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1978) 65 (4): 761–771.
Published: 01 December 1978
...DM PORTER; FW WILLIMAS; EULER; UWIST © Thomas Telford and ICE 1978 CARDIFF UNIVERSITY COLLEGE UWIST COLUMNS METHODS BATTENS UNIFORM FORMULAE NON UNIFORM ESTIMATES LOADS CALCULATORS CLASSICAL BUCKLING RIGID THEORY CONTINUUM PROGRAMS ELASTIC MODES MODIFIED DESIGN...
Journal Articles
TECHNICAL NOTE. APPLICATION OF THE CONTINUITY HYPOTHESIS IN THE ANALYSIS OF MULTISTOREY STRUCTURES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1976) 61 (4): 791–800.
Published: 01 December 1976
...F BLJUGER © Thomas Telford and ICE 1976 TECHNION ISRAEL INSTITUTE TECHNOLOGY APPLICATIONS ANALYSIS STRUCTURES SYSTEMS DISTRIBUTION LOADS VERTICAL CONTINUUM CONTINUITY TALL INFLUENCE STRUCTURAL ELEMENTS THERMAL SEPARATION WALLS HYPOTHESIS BUILDINGS VIOLATION FORCES...
