...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...

... redefined at the endof a load incrementon the basisof the level of moment attained in each of the other two directions; an iterative procedure is then introduced to find the solution for the subsequent increment of loading. A total of 52 rectangular beams and 72 I-beams are analysed in the linear elastic...

... UNIVERSAL EXPERIMENTS RULES STRENGTH MODELS STANDARDS I BEAMS Proc. Instn Ciu.Engrs, Part 2,1990, Ss,June, 163-181 PAPER 9522 STRUCTURAL ENGINEERING GROUP Design of beams with partiaelnd restraint M. A. BRADFORD, BSc, BE,PhD, MIEAust, MASCE...

... CONSTRUCTION BRIDGES LIMITED CONTRACTORS SLIDES TESTS ABSORBENT RELATIONS IN SITU GIRDERS ERECTION UNDERLINE CONSTRAINTS CLIENTS DESIGN SURFACES FINISHES TRACK I BEAMS DEPTH Proc. Instn Civ.Engrs, Part 1,1989,86, Oct., 995-1006 9326 DISCUTSRSAIONNSPORTEANTGIOINNEGERROINUGP Railway...

...GU YI KANG; ZHI MEI WU; LI YAN WANG; BAO HUA XUE © Thomas Telford and ICE 1989 TIANJIN UNIVERSITY CHINESE ACADEMY OF BUILDING RESEARCH ULTIMATE SHEAR TESTS PRESTRESSED BEAMS CONCRETE I BEAMS PRESTRESSING FORCES STRENGTH REINFORCED WEBS REINFORCEMENT SPANS EFFECTIVE...

... BOX BEAMS RECONSTRUCTION CONTINUOUS TENDONS SYSTEMS T BEAMS SHORT I BEAMS INVERTED CONSTRUCTION CANTILEVER LOADS STRESS CORROSION POST TENSIONED COLLAPSE CABLES EXTERNAL CRACKING M BEAMS U BEAMS SHORT SPAN UK BELGIUM FRANCE GERMANY WEST GERMANY USA EUROPE Proc...

...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY ULTIMATE STRENGTH ANALYSIS THREE DIMENSIONAL BRACED I BEAMS BRACING STIFFNESS FORCES LOADS MEMBERS FINITE ELEMENTS PROGRAMS INITIAL DEFORMATION PLASTICITY EXPERIMENTS THEORY ELASTIC...

...TM ROBERTS; N MARKOVIC © Thomas Telford and ICE 1983 UNIVERSITY COLLEGE CARDIFF BELGRADE UNIVERSITY PLATES GIRDERS TESTS LOADS EDGES WEBS THICKNESS PLANE BEAMS I BEAMS DEPTH SOLUTIONS PREDICTION ULTIMATE CAPACITY ROLLED THEORY EQUATIONS VALUE COLLAPSE Proc...

... and haunched I-beams restrained at intervals on a longitudinal axis near to the tension flange, causing buckling to occur by twisting about the restrained axis. Approximate formulae for estimating the critical loadsof haunched members subjectedto arbitrary bending moment distributions are proposed andjustified...

...P DESAYI © Thomas Telford and ICE 1975 INDIAN INSTITUTE OF SCIENCE METHODS CRACKS CONCRETE BEHAVIOUR I SECTIONS SECTIONS MEMBERS NON TENSIONED I BEAMS PREDICTION SPACING PARTIALLY BEAMS FLEXURAL LOADS UPPER BOUNDS SOFFITS TESTS EXPERIMENTS WIDTH PRESTRESSED...

... DEFORMATION AIR REDUCTION FRACTURE FLEXURE EQUIPMENT ESTIMATING PRESTRESSED MEMBERS FAILURES I BEAMS TESTS REPEATED STEEL CRACKS PRESTRESSING EMBEDDED REINFORCEMENT RANGE BEHAVIOUR LIFE 7322 Fatigue strength of prestressed concrete flexural members This Paper presents the results...

...JE DIBLEY; NS TRAHAIR; AN PROCTOR; CHING FUNG KEE © Thomas Telford and ICE 1970 LATERAL I SECTIONS SECTIONS LENGTH I BEAMS BEAMS LENGTH TORSIONAL STEEL STRENGTH ELASTIC YIELD BUCKLING GRADED STRESS LOADS DEFLECTION 7190 DISCUSSION Lateral torsional buckling of l...

...R H SAMUEL © Thomas Telford and ICE 1966 COSTAIN CONSTRUCTION BRIDGES MULTISPAN REINFORCED CONCRETE SUPPORTS FOUNDATIONS BORED PILES POST TENSIONED PRECAST BEAMS I BEAMS PIERS PROTECTION SCOUR DRILLING SEDIMENTS LOOSE MANUFACTURE HANDLING HOT WEATHER CONDITIONS...

...P M WORTHINGTON; A N PROCTER 600 CORRESPONDENCE CORRESPONDENCE on a Paper published in Proceedinge, Part I, January 1954 Paper No. 5939 The Elastic Stability of Straight I-beams subjected to Complex Loads p by Philip Michael Worthington, B.Sc.(EngGrad.1.C.E. Correspondence Mr A. N. Procter...

...P M WORTHINGTON © Thomas Telford and ICE 1954 ELASTIC STABILITY LOADS I BEAMS BEAMS METHODS LOADS STIFFNESS AXIAL TORQUE COUPLES ENERGY TWO DIMENSIONAL DESIGN 46 WORTHINGTON ON THE ELASTICSTABILITY OF Paper No. 5939 The Elastic Stability of Straight I-beams subjected...