... METHODS PRESTRESSED Y BEAMS SY BEAMS SPANS BUCKLING FAILURES TOPPLING HANGING TRANSPORT SENSITIVITY MINOR AXIS CURVATURE REPRESENTATION DEFLECTION BEHAVIOUR PLOTS BENDING SLENDER LENGTH Stability design of long precast concrete beams Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 134...

...T J STRATFORD; C J BURGOYNE; SOUTHWELL © Thomas Telford and ICE 1999 CAMBRIDGE UNIVERSITY CONCRETE BEAMS LATERAL STABILITY LONG PRECAST BRIDGES BUCKLING FAILURES LIFTING DESIGN THEORY GIRDERS METHODS SLENDER Y BEAMS PRESTRESSED SUPPORTS FINITE ELEMENTS...

...M J RYALL © Thomas Telford and ICE 1999 SURREY UNIVERSITY BRIDGES BOX GIRDERS CONCRETE PRESTRESSED IN SITU STRESS THEORY APPLICATIONS HARD INCLUSION TECHNIQUES METHODS MEASUREMENT ASSESSMENT INSPECTION PRESTRESS STRESSMETERS INSTRUMENTS INSTRUMENTATION DESIGN...

...M ROSIGNOLI Prestressed concrete box girder Proc. Instn Civ. Engrs Structs & bridges with folded steel plate webs Bldgs, 1999, 134, Feb., 77 85 M. Rosignoli, DrIng Paper 11737 In a prestressed concrete box girder bridge, the need to contain and deviate the longitudinal tendons of the internal...

...S TENG; F K KONG; S P POH © Thomas Telford and ICE 1998 NANYANG TECHNOLOGICAL UNIVERSITY SINGAPORE NEWCASTLE UNIVERSITY AUTOWAYS CONSTRUCTION KUALA LUMPUR CONCRETE BEAMS DEEP REINFORCED PRESTRESSED STRENGTH SHEAR DESIGN METHODS EQUATIONS RESEARCH CODES BEHAVIOUR...

...S TENG; F K KONG; S P POH © Thomas Telford and ICE 1998 NANYANG TECHNOLOGICAL UNIVERSITY SINGAPORE NEWCASTLE UNIVERSITY AUTOWAYS CONSTRUCTION KUALA LUMPUR CONCRETE BEAMS DEEP REINFORCED PRESTRESSED STRENGTH SHEAR TENDONS PROFILES PRESTRESSING TESTS SERVICEABILITY...

...A HANAOR; A BEN ARROYO; A B ARROYO Prestressed bolting in precast Proc. Instn Civ. Engrs Structs & concrete beam column connection Bldgs, 1998, 128, May, 144 153 A. Hanaor BSc, MSc, PhD, and A. Ben-Arroyo, BSc, MSc, PhD, Paper 11416 Substantial effort has been made in recent years to develop...

...P ANDREU; H DUTTON; C MAZELET ROOFS STATIONS AIRPORTS RAILWAYS TGV GLASS STEEL DESIGN ARCHITECTURE ENGINEERING STRUCTURES TRUSSES INVERTED BOWSTRING CROISSANT TIES SPRINGS PRESTRESSED LATERAL GLAZING FABRICATION ERECTION JOINT VENTURES BEAMS TIE BEAMS NAPPE LOADS...

...M ROSIGNOLI © Thomas Telford and ICE 1998 BRIDGES CREEP INCREMENTAL LAUNCHING CONSTRUCTION METHODS BICELLULAR CROSS SECTIONS DELAYS RIVERS DECKS WEBS SLABS RESISTANCE SHEAR FORCES SLENDER CONCRETE PRESTRESSED BOX GIRDERS LONG LIFTING RAISING LAUNCHERS SEGMENTS...

..., surprisingly, does not mention that the viaduct is on a pronounced 15 chain radius curve (Fig. 44). The arch span is parallel-sided in plan, without the benefit of any splay at the haunches, and must have required careful assessment of its stability. J. B. Walton The photograph shows a prestressed concrete...

...M ROSIGNOLI Solution of the continuous beam in launched bridges M. Rosignoli, DrIng Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Nov., 390 398 Paper 11359 s The design of a prestressed or steel launched bridge requires a considerable amount of static calculation, since the highest...

...M ROSIGNOLI 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 discussion closes 15 October 1997 s The construction of a prestressed...

..., and this is the reason for concentrating 18. Today there is an even greater amount mainly on British practice. A secondary aimof of reinforced and prestressed concretein the papers is education. Finally, it ihsoped that Britain than in the 1970s when most troubles readers will also find this history interesting. emerged...

...-SPAN Early prestressed railway bridges Scale: d inch = I foot 14. Railway civil engineers realizedvery early the advantagesof prestressed concrete. Not only were the first prestressed bridgesin Britain railway overbridges, but the first railway underbridge in prestressed concrete, the Adam Viaduct...

...) SHARP t L REINFORCED AND PRESTRESSED CONCRETE IN MARITIME STRUCTIJRES i f f l- 3 I P Dm 8 ee 21 21 -D m W 4z SHARP DETAIL5 OF REINFORCEMENT. 454 spirally around vertical rods.A concrete stress of 13.8 N/mm2could be taken in hooped concrete, as opposed to 2.8 N/mm2 for concretein unrestrained compression...

... RETAINING PILING RESEARCH PRACTICE PRESTRESSED DESIGN DRIVING FORMULAE CHRIMES 5 I0 4 I D D (b) i, 20 1 0I F L E T Fig. 3. Dock wall profiles: (a) St Katharine s Dock, 1826; (b) Commercial Docks: South Dock, 1854; (c) Millwall Docks, 1865; and (d) Royal Albert Docks, 1876 Woodhead the initial dam...

...F WALLEY © Thomas Telford and ICE 1996 OVE ARUP PRESTRESSING CONCRETE PRESTRESSED EARLY HISTORY MATERIALS PRETENSIONING POST TENSIONING CONSTRUCTION BUILDINGS STRUCTURES BRIDGES STEEL HIGH TENSILE WIRE REINFORCED PRETENSIONED STRESSING SYSTEMS DUCTS GROUTING...

...R J DAILEY; M K HURST; J CAIRNS; BS 8110 © Thomas Telford and ICE 1995 A B DAILEY SON & CLARKE CONCRETE REINFORCED BEAMS LOADS RELIEF REPAIRS STRUCTURAL CORROSION REINFORCEMENT STRESS STRAIN SOFFITS PRESTRESSED DISCUSSION Load relief during structural reinforced...

...R O M WILLIAMS; A C CASSELL; L F BOSWELL; P WALDRON © Thomas Telford and ICE 1993 SHEFFIELD UNIVERSITY DESIGN COMPUTERS AIDS CONCRETE PRESTRESSED BOX BEAMS A computer design aidfor prestressed R. 0 .M. Williams,A . C. Cassell and L. F. Boswell DISCUSSION Proc. Instn Ciu...

...H SCHOLZ © Thomas Telford and ICE 1993 WITWATERSRAND UNIVERSITY CONCRETE CRACKS ALTERNATIVE WIDTH COMPUTATION MEMBERS PRESTRESSED LOADING LOADS FLEXURAL CRACKING DEFLECTION METHODS THEORY MODELS SPACING TESTS BEAMS Alternative crack width computation...