...A G F GIBB; W D SHER © Thomas Telford and ICE 1999 LOUGHBOROUGH UNIVERSITY FACADES RETENTION BUILDINGS RETAINED MANAGEMENT DESIGNERS CONTRACTORS TEMPORARY SUPPORTS CONNECTIONS STRUCTURES STRENGTHENING FOUNDATIONS DESIGN CONTRACTS SURVEYS INSPECTION MONITORING SAFETY...

...R P OJDROVIC; M S ZARGHAMEE; R A WEBB DISCUSSION Fracture of steel moment connections in the Northridge earthquake R. P. Ojdrovic and M. S. Zarghamee Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 134, Aug., 281 ± 282 Paper 11123 R. A. Webb, Managing Director, N. J. Prescott Consulting Engineers...

... STRUCTURES COMPUTERS PROGRAMS ANALYSIS STEEL FRAMES STUDIES PARAMETRIC INFLUENCE RIGIDITY CONNECTIONS FLOORS SLABS MODELS TEMPERATURE THERMAL CURVATURE BEAMS THICKNESS LOADS BEARING STRENGTH STIFFNESS MATHEMATICAL INTEGRITY EFFECT NON LINEAR FINITE ELEMENTS COLUMNS SPRINGS...

...A KERMANI; H C C GOH © Thomas Telford and ICE 1999 NAPIER UNIVERSITY TIMBER JOINTS MULTI NAILED LOADS SLIPS CHARACTERISTICS RESEARCH SEMI RIGID NAILED WOOD NAILS RIGIDITY LOADING CARRYING NAILING SHEAR CONFIGURATION CONNECTIONS DEFORMATION MODELS SIMULATION...

... of the connecting beams, which are the key vibration-control devices of the structure. Based on the non-linear load de ection curves of the connecting beams obtained using the softened truss model, the elastoplastic behaviour of the slit shear wall structure as a whole was evaluated using a non-linear nite-element...

...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...

...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...

...A NADJAI; P KIRBY © Thomas Telford and ICE 1998 ULSTER UNIVERSITY SHEFFIELD UNIVERSITY STEEL FRAMES COLLAPSE INFILLED SEMI RIGID CONNECTIONS PANELS RESPONSES FORCES LATERAL LIMIT ANALYSIS DESIGN METHODS STRENGTH STIFFNESS JOINTS BEHAVIOUR MOMENTS ROTATION BEAMS...

...L C LESTON JONES; L C L JONES; I W BURGESS; T LENNON; R J PLANK; BRE Elevated-temperature moment rotation tests on steelwork connections L. C. Leston-Jones, BEng, PhD, I. W. Burgess, BA, PhD, T. Lennon, BEng, and R. J. Plank, BSc, PhD, CEng, MIStructE, MICE Proc. Instn Civ. Engrs Structs & Bldgs...

..., consisting of a concrete slab attached to a steel beam by a shear connection, are considered. An interaction theor y which takes account of slip is used. The beams are assumed to consist of two elastic materials and the connection between them to have a linear load slip characteristic. The exact solution...

...R P OJDROVIC; M S ZARGHAMEE; CHARPY © Thomas Telford and ICE 1997 SIMPSON GUMPERTZ & HEGER SAC JOINT VENTURE STRUCTURAL ENGINEERS ASSOCIATION CALIFORNIA EARTHQUAKES STEEL FRACTURE MOMENTS CONNECTIONS BRITTLE FRAMES FAILURES MODES WELDS DEFECTS TOUGHNESS TESTING...

...P DESAYI; H K SESHADRI © Thomas Telford and ICE 1997 INDIAN INSTITUTE OF SCIENCE CONCRETE REINFORCED CONNECTIONS SHEAR STRENGTH PUNCHING SLABS FLAT CORNERS COLUMNS STUDIES BEHAVIOUR METHODS QUASI EMPIRICAL TESTS EXPERIMENTS PREDICTION CODES PRACTICE STANDARDS...

...P DESAYI; H K SESHADRI © Thomas Telford and ICE 1997 INDIAN INSTITUTE OF SCIENCE CONCRETE REINFORCED CONNECTIONS SHEAR STRENGTH PUNCHING SLABS FLAT CORNERS COLUMNS STUDIES BEHAVIOUR TESTS SPECIMENS REINFORCEMENT RATIOS MOMENTS LOADS ECCENTRICITY FIBRES VOLUME...

...MEI XIN YE; M Y XIN; D A NETHERCOT; T Q LI; ABAQUS © Thomas Telford and ICE 1996 CHANGSHA RAILWAY UNIVERSITY NOTTINGHAM UNIVERSITY FRAMES COMPOSITE ANALYSIS NON LINEAR FINITE ELEMENTS TECHNIQUES METHODS PACKAGES BEHAVIOUR SEMI RIGID PARTIAL STRENGTH CONNECTIONS...

...C GIBBONS; P A KIRBY; D A NETHERCOT © Thomas Telford and ICE 1996 OVE ARUP SHEFFIELD UNIVERSITY NOTTINGHAM UNIVERSITY FRAMES NON SWAY CONNECTIONS SEMI RIGID DEFLECTION SERVICEABILITY CALCULATIONS CALCULATING METHODS BEAMS COLUMNS ELASTIC BEHAVIOUR MEMBERS...

... ORGANISATIONS TALL SULPHUR WIND CROSSWINDS VORTICES EXCITATION RESPONSES BRICKWORK BRICKS GRP GLASS REINFORCED PLASTIC ACID BOLTS CONNECTIONS PRITCHARD 70 used liners made upof short sections, each tele- scoping into the section above and supported by the concrete shell (Fig.1).In Germany...

...B BOSE; A F HUGHES © Thomas Telford and ICE 1995 ABERTAY UNIVERSITY DUNDEE OVE ARUP STEEL CONSTRUCTION INSTITUTE STEEL FRAMES DUCTILE STANDARD CONNECTIONS SEMI CONTINUOUS PERFORMANCE VERIFICATION DESIGN DESTRUCTIVE TESTS TESTING DUCTILITY WEBS BUCKLING MOMENTS...

...B P HUGHES; YONG XIAO; Y XIAO © Thomas Telford and ICE 1995 BIRMINGHAM UNIVERSITY SOUTHAMPTON UNIVERSITY CONCRETE SLABS FLAT FIBRES LINK REINFORCEMENT COLUMNS CONNECTIONS RATIOS STRENGTH DUCTILITY SHEAR PUNCHING FIBROUS CRACKS CONTROL FLOORS STEEL RIGS EXPERIMENTS...

... TRANSVERSE PARALLEL BOX TUBES CONNECTIONS THEORY DESIGN CONCRETE CRUSHING MODELS TESTS STRENGTH MATERIALS CRACKING SPECIMENS REINFORCEMENT TENSILE Proc. Instn Civ. Engrs Structs & Bldgs. 1995, 110, May, 204-215 Structural and Blrilding Board Structures Panel Paper I0671 Written discussion...

... BUCKLING RESISTANCE THICKNESS CONCRETE LAYERS COMPRESSION COMPOSITE LONGITUDINAL METHODS HARMONIC ANALYSIS STIFFNESS ACTION CONNECTIONS DISTRIBUTION STUDS Strengthening steel box girder bridges by controlling the effectosf shear lag $;z Bldgs, 1994,104, Nov, 483-488 H. h . Evans, MSc, PhD...