...N A JASIM; A A KARIM © Thomas Telford and ICE 1999 BASRA UNIVERSITY MOMENTS DISTRIBUTION METHODS CLOSED FORM REPRESENTATION EQUATIONS ENDS BEAMS CONTINUOUS PLANE FRAMES MEMBERS JOINTS GIRDERS STRUCTURAL FRAMEWORK ANALYSIS SIMPLE CASE STUDIES Moment distribution...

...T S LOK; J R XIAO PANELS CONCRETE REINFORCED STEEL FIBRES EXPOSED AIR BLAST LOADING LOADS TESTS EXPLOSIVES RESPONSES MODELS ELEMENTS STRUCTURAL REINFORCEMENT RECTANGULAR SUPPORTS SIMPLE OVERPRESSURE DETONATION FABRICATED MATERIALS CONSTRUCTION WELDMESH INTEGRITY...

...L CANNING; L HOLLAWAY; A M THORNE © Thomas Telford and ICE 1999 SURREY UNIVERSITY ADVANCED COMPOSITE GROUP CONCRETE COMPOSITE STRUCTURAL UNITS POLYMERS INNOVATIVE MANUFACTURE MANUFACTURING TESTING NUMERICAL ANALYSIS TESTS NUMERICAL ANALYSIS TESTING NUMERICAL...

... in the Building Research Establishment's large building test facility at Cardington. Keywords: structural frameworks Notation Ac cross-sectional area of columns Ad cross-sectional area of the diagonal bars in the cross-bracing Ah cross-sectional area of the horizontal bars in the cross-bracing d length...

...I S HILL; D HARRISON The Heathrow Express: structural design of the Central Terminal Area station Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 134, Feb., 87 95 Paper 11755 I. S. Hill, BSc (Eng), CEng, FICE, MIStructE, and D. Harrison, BSc (Hons), CEng, Written discussion closes 28 May MICE...

...M M K LEE; A LLEWELYN PARRY; A L PARRY A theoretical model for predicting Proc. Instn Civ. Engrs Structs & the strength of ring-stiffened tubular Bldgs, 1999, 134, Feb., 19 31 T-joints in offshore structures Paper 11634 M. M. K. Lee, BSc, PhD, CEng, MICE, MIStructE, and A. Llewelyn-Parry, BEng...

...R C BATISTA; E M L CARVALHO © Thomas Telford and ICE 1998 RIO DE JANIERO FEDERAL UNIVERSITY FLUMINENSE FEDERAL UNIVERSITY STEEL STRUCTURES SHIPS UNLOADERS REPAIRS STRUCTURAL STRENGTHENING MACHINES MACHINERY DAMAGE MECHANISMS BUCKLING FRACTURE DYNAMIC LOADING LOADS...

...R J BAINBRIDGE; C J METTEM © Thomas Telford and ICE 1998 TRADA TECHNOLOGY A review of moment-resistant structural timber connections Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Nov., 323 331 R. J. Bainbridge, BEng(Hons), MSc, CMIWSc, and C. J. Mettem, MSc, CEng, MIMechE, FIWSc...

...B R ELLIS; BRE © Thomas Telford and ICE 1998 BUILDING RESEARCH ESTABLISHMENT BRE CENTRE FOR STRUCTURAL PERFORMANCE Non-destructive dynamic testing of stone pinnacles on the Palace of Westminster Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Aug., 300 307 Paper 11594 B. R. Ellis...

...N K SUBEDI © Thomas Telford and ICE 1998 DUNDEE UNIVERSITY BEAMS CONCRETE REINFORCED DEEP CONTINUOUS TWO SPAN SPANS STRUCTURAL BEHAVIOUR SHEAR DEPTH WEBS RATIOS MODES FAILURES CRACKS PLATES CRUSHING TESTS PREDICTION ULTIMATE LOADS METHODS ANALYSIS FORCES...

...M RAOOF; S ZHANG; EUROCODE 3 © Thomas Telford and ICE 1997 LOUGHBOROUGH UNIVERSITY HARBIN ARCHITECTURE & CIVIL ENGINEERING INSTITUTE CONCRETE REINFORCED BEAMS BEHAVIOUR STRUCTURAL PLATES BONDED BONDS LOADS YIELD ULTIMATE MODELS NON LINEAR FINITE ELEMENTS DESIGN...

... The Alamillo bridge is one of the long-span bridges crossing the Guadalquivir river built on the occasion of Expo 92 held in 1992 in Sevilla (Spain). The bridge is a cable-stayed structure spanning 200 m without any intermediate supports, and its originality is in the lack of back stays and the balancing...

... different from those occurring in service. It is important to optimize the structural behaviour of the deck even for launching phases, and not to be obliged to add material in sections where their presence would be useless or, worse, harmful, in the final position. 2. To this end the movement of the deck...

...DE MIRANDA BATISTA; E MIRANDA BATISTA; MARTINS DE MIRANDA; L R M D MIRANDA Structural rehabilitation of the Brazilian National Library building E. de Miranda Batista, MSc, DSc, and L. R. Martins de Miranda, MSc, DSc s Corrosion of metals, concrete and cement mortar is one of the main reasons...

...BR ELLIS; F TSUI; BRE © Thomas Telford and ICE 1997 BUILDING RESEARCH ESTABLISHMENT BRE ENFIELD ENGINEERING CONCRETE PANELS LOADING LOADS STATIC EXPLOSIVES TESTING TESTS ANALYSIS REINFORCED ACCURACY CALCULATING STRUCTURAL RESPONSES STRUCTURES GAS EXPLOSIONS...

...W M JENKINS Approximate analysis of structural grillages using a neural network W. M. Jenkins, BSc, PhD, DTech, CEng, FICE, FIStructE s The application of computers to structural analysis is now so well-established as to be almost taken for granted. Modern software is well-organized, fast...

... STRUCTURES STRUCTURAL CROSS SECTIONS STEEL REINFORCING PRESTRESSING PRESIZING In uences of the incremental launching construction method on the sizing of prestressed concrete bridge decks M. Rosignoli, DrIng Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Aug., 316 325 Paper 11035 Written...

...G C MAYS; R A BARNES; J CAIRNS © Thomas Telford and ICE 1997 HERIOT WATT UNIVERSITY STRUCTURES CONCRETE EFFECTIVENESS STRUCTURAL LARGE VOLUME PATCH REPAIRS STRENGTH SECTIONS BEHAVIOUR STRAIN REINFORCEMENT PLANE BEAMS DUCTILITY FRAMES DISCUSSION The structural...

... TWO DIMENSIONAL TIME DEPENDENT ANALYSIS STRUCTURAL HEAT TRANSFER CALCULATIONS SELF EQUILIBRIATED CONTINUOUS NON LINEAR Thermal stresses in composite bridges according to BS 5400 and EC 1 E. Mirambell, MEng, PhD, and J. Costa, MEng Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Aug...

...M AGUIRRE Earthquake-resistant structure: structural frame damper system an approach to design M. Aguirre, BSME, MSME Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 123, May, 165 172 Paper 11005 Written discussion closes 15 July 1997 s A general approach is proposed for conceptually designing...