...B S CHOO; M G COUTIE; N G GONG © Thomas Telford and ICE 1991 NOTTINGHAM UNIVERSITY BRITISH RAIL RESEARCH FINITE ELEMENTS ANALYSIS MASONRY ARCHES BRIDGES ELEMENTS DEVELOPMENT BEAMS MODELS SIMULATION BEHAVIOUR LOADING COLLAPSE SOLUTIONS CRACKS LOADS INCREMENT...

...R P JOHNSON; N MOLENSTRA; EPPIB h o c . lnstn Ciu. Engrs, Part 2, 1991, 91, Dec.,679-704 PAPER 9744 BUOSTIALRRDAUDINCTDGURAL Partial shear connectionin composite beams for buildings R.P. JOHNSON, MA, FEng, FICE, FIStructE* IR N. MOLENSTRA, PhDt The use of partial shear connection in composite...

...B M LUCCIONI; J C REIMUNDIN; R F DANESI; ST VENANT © Thomas Telford and ICE 1991 ARGENTINA UNIVERSIDAD NACIONAL TUCUMAN ARGENTINA TUCUMAN NATIONAL UNIVERSITY Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 577-592 PAPER 9708 STRUCTURBAULILDAINNDG BOARD Prestressed concrete I-beams...

... MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING PREDICTION PLAIN PRISMS STRIP REINFORCED BEAMS FLEXURE SHEAR TRIAXIAL MEMBERS ULTIMATE Proc. lnstn Civ. Engrs, Part 2, 1991, 91, Sept., 517-544 PAPER 9746...

... CENTRAL PATCH LOADS OVER REINFORCED REINFORCED BEAMS STIRRUPS FAILURES SHEAR SLABS PUNCHING © Thomas Telford and ICE 1991 VALENCIA UNIVERSIDAD POLITENICA ATHENS NATIONAL TECHNICAL UNIVERSITY IMPERIAL COLLEGE Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Sept., 545-560 PAPER 9141...

...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...

...A ZINGONI; M N PAVLOVIC EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS INCLINED SUPPORTS KINEMATICS CONSTRAINTS SHELLS STRESS INCLINED COLUMNS TANGENTIAL METHODS FLEXIBLE RINGS BEAMS MEMBRANES DISPLACEMENT DEFORMATION EDGES CORRECTIONS VARIATIONS BENDING...

...A K H KWAN © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY ANALYSIS COUPLED WALLS FRAMES STRUCTURES METHODS SHEAR DEFORMATION CORES TORSION LOADS SOLID ELEMENTS RIGID ARMS WIDE COLUMNS STIFFNESS MATRIX BEAMS MATRICES ROTATIONAL DEGREES FREEDOM Proc. Instn...

...M Z COHN; Z LOUNIS; BS 8110 © Thomas Telford and ICE 1991 WATERLOO UNIVERSITY DEFLECTION CONTROL NON LINEAR DESIGN CONTINUOUS CONCRETE BEAMS SIMPLIFIED METHODS LIMIT STATE LIMIT EQUILIBRIUM LOWER BOUNDS COLLAPSE LOADS FACTORS PLASTIC HINGES MOMENTS ELASTIC...

.... IABSE Memoirs, 1976,36-II, 165-184. 271 ELNASHAI,TAKANASHI,ELGHAZOULIANDDOWLING 6.ELNASHAIA. S. et al. Internationalassessmentofdesignguidanceforcomposite columns.J. Constr. SteelRes. 1990,15, 191-213. 7.ELGHAZOULAI. Y.Composite beam-columns for earthquake-resistant structures. PhD thesis, Imperial...

...A ZINGONI; M N PAVLOVIC © Thomas Telford and ICE 1991 IMPERIAL COLLEGE EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS LIMITING RINGS BEAMS STIFFNESS STRESS BENDING LOCALISED KINEMATICS CONSTRAINTS DISPLACEMENT PATTERNS AXIAL TORSIONAL ROTATIONAL RIGIDITY...

...Y REN JIE © Thomas Telford and ICE 1991 ZHEJIANG DESIGN INSTITUTE MULTI STOREYED LONG SPAN FACTORIES BUILDINGS ARCHES TWIN ARCH TRUSSES STRUCTURES SYSTEMS STRUCTURAL PRESTRESSED CONCRETE TALL MULTI STOREY RIBS TIES BEAMS TIE BEAMS FRAMES LOADS BEARING EXPANSION...

...P R KNOWLES; BS 5950 © Thomas Telford and ICE 1991 PETER KNOWLES CASTELLATED BEAMS HISTORY METHODS STEEL CONSTRUCTION CALCULATIONS LOADS CARRYING CAPACITY DEFLECTION CASTELLATION INVENTIONS ELASTIC PLASTIC INTERACTIVE DESIGN CHARTS STANDARDS STRESS DISTRIBUTION...

...D J WOODWARD; D L S WILSON; TRRL © Thomas Telford and ICE 1991 TRANSPORT AND ROAD RESEARCH LABORATORY TRAVERS MORGAN TRRL DEFORMATION SEGMENTAL POST TENSIONED PRECAST BRIDGES CORROSION TENDONS COLLAPSE FRACTURE JOINTS LOADS TESTS EDGES BEAMS FAILURES MONITORING...

... COUNTRIES DEVELOPING TROPICS PLANNING IMPLEMENTATION DESIGN CONSTRUCTION FINANCE ECONOMICS COSTS CONTRACTS TUNNELS SOFT MARINE CLAYS TUNNELLING PRACTICE PROBLEMS CONTRACTORS DESIGN AND BUILD BRAKING REGENERATIVE TENDERS CIVIL DEFENCE LININGS STABILITY BEAMS BEARINGS DEWATERING...

...ESAR NASR; A D EDWARDS Proc. Instn Cio. Engrs, Part 2, 1991, 91, Mar., 89-111 STRAUNC9DT67U5PRAAPLER BBUOIALDRDING A limit analysis of lateral bucklingof slender concrete beams EL-S. A. R. NASR, BSc, MSc, PhD* A. D. EDWARDS, BSc(Eng),PhD, DIC, FICE,FRSEt An incremental analysis of concrete beams...

...U A GIRHAMMAR; V K A GOPU SWEDEN ROYAL INSTITUTE OF TECHNOLOGY STOCKHOLM ROYAL INSTITUTE OF TECHNOLOGY LOUISIANA STATE UNIVERS ANALYSIS EFFECT COMPOSITE CONCRETE TIMBER BEAMS COLUMNS METHODS INTERLAYER SLIP INFLUENCE CLOSED FORMS INTERNAL AXIAL FORCES MOMENTS...

...R P JOHNSON; C K R FAN; EUROCODE 4 © Thomas Telford and ICE 1991 WARWICK UNIVERSITY PETER BRETT ASSOCIATES DISTORTIONAL LATERAL BUCKLING CONTINUOUS COMPOSITE BEAMS METHODS RESISTANCE THEORY TESTS T BEAMS U FRAMES FRAMES EUROCODES ROTATION CAPACITY SPECIMENS STEEL...

...G MULLER; G I B RANKIN; HENNEBIQUE © Thomas Telford and ICE 1991 QUEENS UNIVERSITY BELFAST HENNEBIQUE SYSTEMS BUILDINGS REUSE STRUCTURES REINFORCEMENT BARS LAYOUT SHEAR RESISTANCE ENHANCED BEAMS SLABS TRUSSES MODELS STRESS TRAJECTORY SHALLOW ANGLES BENT MECHANISMS...

.... The diaphragm wall was excavated to bedrock, with ground beams cast over the stems as anchorage point for temporary vertical ground anchors designed to stabilize the wall 167 MORRISON AND PUGH + 3 500 L GWL + 2 00 FILL D = 1760 kglm I)= 35 FILL SUBMERGED D = 1040 kglm 0 =30 LINE OF WALLS IN FINAL...