...J D O KEEFFE; E J O BRIEN © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE GALWAY DESIGN OPTIMAL MULTIBAY RECTANGULAR FRAMES PLASTIC SINGLE STOREY COLUMNS BASES ENCASTRE METHODS LINEAR ALGEBRAIC PROGRAMMING MINIMUM WEIGHT CHARTS PARAMETERS VALUE LOADS SOLUTIONS...

...JA HEMSLEY © Thomas Telford and ICE 1987 OVE ARUP ELASTIC THIN CYLINDRICAL SHELLS LOADS THEORY ENDS WALLS DESIGN STRUCTURES STATIC APPLIED BEHAVIOUR DISTORTION BASES CYLINDERS EQUATIONS ANALYSIS UNRESTRAINED RADIAL MOMENTS PRESSURE ENCASTRE UNIFORM...

... SECTIONS SYMMETRICAL HIGH GRADE CONTINUOUS ENCASTRE HINGED CENTRE Proc. Instn Civ. Engrs, Part 2, 1979, 67, Dec., 1015-1033 8277 Optimum design considerations for arch bridges A recentdetailedanalysis of encastresteelandcastironarchbridgeshashighlighted the importance of the designer (or analyst...

... EFFECT SAND TECHNIQUES SOILS SINGLE ENCASTRE STRESS ANCHORS COMPUTERS Proc. Instn Cio. Engrs, Part 2, 1974, 57, Sept., 413-436 7707 The analysis of flexible bulkheads in sands Finite element techniquesare discussedand used in the analysis ofa variety of types of flexible walls retaining...

... FLEXURAL RIGIDITY MEMBERS FRAMES DUCTILITY STRAIN HARDENING MATERIALS STATICALLY INDETERMINATE ENCASTRE BEAMS TWO SPAN PORTAL FRAMES PROBLEMS MOMENTS CURVATURE RELATIONS CONNECTIONS AXIAL SHEAR FORCES INSTABILITY REPEATED CYCLIC LOADING VIRTUAL WORK ...

...EW PARKES © Thomas Telford and ICE 1958 CAMBRIDGE UNIVERSITY BEAMS DEFORMATION ENCASTRE SPANS CURVES MOVING STRESS BEHAVIOUR PERMANENT IMPACT TRANSVERSE MASS Paper No. 6283 THE PERMANENT DEFORMATION OFAN ENCASTRI?BEAM STRUCK TRANSVERSELY AT ANY POINT IN ITS SPAN...

...P W ROWE; J BRINCH HANSEN © Thomas Telford and ICE 1956 SHEETPILING SHEET PILES WALLS FAILURES EXPERIMENTS BENDING PENETRATION PRESSURE FLEXIBILITY METHODS DESIGN APPARATUS CONSTRUCTION METHODS FRICTION ENCASTRE ANCHORAGES 276 Paper No. 6107 SHEET-PILEWALLSATFAILURE...

...G M CORNFIELD; P W ROWE; G B O RORKE THEORY EXPERIMENTS ANALYSIS PILES SHEET CANTILEVER PENETRATION SAFETY DRY SAND LOOSE ENCASTRE ANCHORAGES © Thomas Telford and ICE 1955 828 CORRESPONDENCE CORRESPONDENCE on two Papers published in Proceedings, Part I, January 1955 Paper...

... at the centre, and last below the dredge level. Yield might occur at the top, but it did not necessarily follow that two more hinges would develop, if the subsoil was silt. However, vertical thrust as indicated in Fig. 15 (e) of reference 1, dehitely prevented ultimate collapse of encastre walls in bending...