|
Titelseiten
Front matter
|
1
|
|
Register
Committees
|
2
|
|
Vorwort
Preface
|
3
|
|
Inhaltsverzeichnis
Table of Contents
|
4
|
|
Rubrik
Plenary sessions
|
17
|
|
Artikel
Concepts of composite construction: mutatis mutandis
|
19
|
|
Artikel
High strength materials in composite construction
|
29
|
|
Artikel
Outstanding composite structures for buildings
|
41
|
|
Artikel
Slim floor construcion: why?
|
53
|
|
Artikel
Variety of composite bridge construction
|
65
|
|
Artikel
Composite bridges in Austria
|
77
|
|
Artikel
Composite building structures in earthquake engineering
|
89
|
|
Artikel
Rehabilitation and repair of structures using composite systems
|
101
|
|
Artikel
Repair using advanced composites
|
113
|
|
Rubrik
Working sessions
|
125
|
|
Rubrik
Connection between materials
|
127
|
|
Artikel
Composite construction in cable-stayed bridge towers
|
127
|
|
Artikel
Bearing capacity of concrete dowels
|
133
|
|
Artikel
Fatigue in stud shear connectors
|
139
|
|
Artikel
Incremental slip of stud shear connectors under repeated loading
|
145
|
|
Artikel
Load-slip curve of shear connectors evaluated by FEM analysis
|
151
|
|
Artikel
The load-bearing capacity of Steel-HPC composite beams
|
157
|
|
Artikel
Design of shear transfer in concrete-concrete composite structures
|
163
|
|
Artikel
Connections for timber-concrete-composite structures
|
169
|
|
Artikel
Concepts and details of mixed timber-concrete structures
|
175
|
|
Artikel
Anchoring stresses between concrete and carbon fibre reinforced laminates
|
181
|
|
Rubrik
Safety and serviceability
|
187
|
|
Artikel
Cracking and durability of concrete slabs of composite bridges
|
187
|
|
Artikel
Effects of concrete hydration on composite bridges
|
193
|
|
Artikel
Cracking control in the concrete slab of the nevers composite bridge
|
199
|
|
Artikel
Stability of prestressed concrete bridge with corrugated steel web
|
205
|
|
Artikel
Evaluation of long-term effects in the steel-concrete composite beams
|
211
|
|
Artikel
Deformations of composite precast concrete slabs subject to creep and shrinkage
|
217
|
|
Artikel
Design method and fatigue strength of large-span concrete filled I-Beam grid deck
|
223
|
|
Artikel
A global approach to account for time effects in composite structures
|
229
|
|
Artikel
Composite plate girder bridges: safety and serviceability
|
235
|
|
Artikel
Shakedown performance of composite beams with partial interaction
|
241
|
|
Rubrik
Analysis and dimensioning
|
247
|
|
Artikel
Stress-strain distribution in the contact surface of a two-layered RC structural element
|
247
|
|
Artikel
Performance and stud failure in steel-concrete composite beams
|
253
|
|
Artikel
Study of shear bond in steel composite slabs
|
259
|
|
Artikel
Composite slabs with and without end anchorage under static and dynamic loading
|
265
|
|
Artikel
Test and analysis of a bridge continuous composite beam
|
271
|
|
Artikel
Slenderness limits for thin-walled steel concrete filled box columns
|
277
|
|
Artikel
Nonlinear analysis of composite concrete-filled steel tube frames
|
283
|
|
Artikel
Experimental verification of bearing capacity of composite truss girders
|
289
|
|
Artikel
Behavior of composite truss girders
|
295
|
|
Artikel
Construction sequence effects on externally prestressed composite girders
|
301
|
|
Artikel
Behaviour of composite box girder sections at ultimate limit state
|
307
|
|
Rubrik
Structural design
|
313
|
|
Artikel
Design guidance for joints using polymeric composite materials
|
313
|
|
Artikel
The design for local buckling of concrete filled steel tubes
|
319
|
|
Artikel
Design basics of a continuous composite slab with unbounded tendons
|
325
|
|
Artikel
Composite decking unit of thin-wallled Z Purlins and thin concrete slab
|
331
|
|
Artikel
Design of continous lightweight structural sandwich panels
|
337
|
|
Artikel
Slimdek: development of an integrated floor system
|
343
|
|
Artikel
Plastic design of aluminium-concrete composite sections: a simplified method
|
349
|
|
Artikel
Composite bridges: ductility versus brittleness
|
355
|
|
Artikel
The design approach for a new composite space frame bridge system
|
361
|
|
Artikel
Design and experiments on a new railway bridge system using concrete filled steel pipes
|
367
|
|
Artikel
Design of high-rise building using round tubular steel composite columns
|
373
|
|
Rubrik
Fire resistance
|
379
|
|
Artikel
Bridging and restraint effects of localised fires in composite frame structures
|
379
|
|
Artikel
Compression membrane action in composite slabs
|
385
|
|
Artikel
New developments in fire resitance of concrete filled steel tubes in china
|
391
|
|
Artikel
Fire-resistant structure: the concrete filled steel tubular column
|
397
|
|
Artikel
Fire resistance of timber-concrete composite slabs
|
403
|
|
Artikel
Some remarks on the design of timber composite structures exposed to fire
|
409
|
|
Artikel
Global fire safety concept for buildings
|
415
|
|
Rubrik
Joints between structural members
|
421
|
|
Artikel
Behaviour and design of composite connections
|
421
|
|
Artikel
Ductile steel-concrete composite joints
|
427
|
|
Artikel
Composite joints: further eyperimental results
|
433
|
|
Artikel
Modelling the nodal zone behaviour in a composite frame
|
439
|
|
Artikel
Connection of floor systems to columns: conventional and advanced
|
445
|
|
Artikel
The use of composite connections in practice
|
451
|
|
Artikel
A new steel-concrete composite building with double-floor system
|
457
|
|
Artikel
CFT beam-column connection with high strength materials
|
463
|
|
Artikel
Strength and ductility of beam-to-column connections in hybrid bridge
|
469
|
|
Artikel
Bolted connections of hot rolled beams in composite bridges
|
475
|
|
Rubrik
Fabrication and erection
|
481
|
|
Artikel
Prefabrication and prestressing of concrete slabs in composite bridges
|
481
|
|
Artikel
Composite floors of the buildings
|
489
|
|
Artikel
Bending behaviour of sandwich member using steel shell with joint
|
495
|
|
Artikel
Composite steel and concrete pier using durable precast form
|
501
|
|
Artikel
Truss composite bridges
|
507
|
|
Artikel
Composite arch bridges developed in China
|
513
|
|
Artikel
Steel-concrete structures in 24 storey bank building in Bratislava
|
519
|
|
Artikel
Long span office construction using composite cellular beams
|
525
|
|
Artikel
Erection of composite bridges with precast deck slabs
|
531
|
|
Artikel
Erection methods for longspan steel composite bridges
|
537
|
|
Rubrik
Codes and standards
|
543
|
|
Artikel
Various tests for defining the behaviour of composite slabs
|
543
|
|
Artikel
On the strength headed shear studs in solid slabs
|
549
|
|
Artikel
Shear resistance of stud connectors with profiled sheeting
|
555
|
|
Artikel
Application of Eurocode 4 design provisions to high strength composite columns
|
561
|
|
Artikel
The spanish recommendations for the design of composite road bridges
|
567
|
|
Artikel
Shear connection for composite bridges, and Eurocode4: part 2
|
573
|
|
Artikel
A draft design code for steel-concrete composite slabs in Japan
|
579
|
|
Artikel
Composite bridges in view of existing standards and Eurocode
|
585
|
|
Artikel
Composite bridges for high performance lines in Austria : trial calculation according to ENV 1994-2
|
591
|
|
Artikel
A comparison of standard test methods for flexural toughness of FRC
|
597
|
|
Rubrik
Earthquake resistance
|
603
|
|
Artikel
Damage of SRC building structures by 1995 Hyogo earthquake
|
603
|
|
Artikel
Detailing requirements for concrete-filled steel tubes connections
|
609
|
|
Artikel
Low-cycle behaviour and analysis of steel-concrete composite substructures
|
615
|
|
Artikel
Prediction of cumulative damage in SRC beam-columns
|
621
|
|
Artikel
Pseudodynamic tests of partially concrete-filled steel bridge pier models
|
627
|
|
Artikel
Seismic performance of a composite frame structure
|
633
|
|
Artikel
Ultimate strenght of composite structures using superposed strength method
|
639
|
|
Artikel
Steel-concrete seismic resistant structure for multi-storey buildings
|
645
|
|
Artikel
Dynamic response of a high-rise SRC building model
|
651
|
|
Artikel
Seismic design of composite semi-continuous frames
|
657
|
|
Rubrik
Diagnosis, maintenance, retrofitting, repair
|
663
|
|
Artikel
Stud Arrangement to reduce fatigue cracks and application of drilled holes
|
663
|
|
Artikel
The performance of coiled spring pin connectors under static and fatigue loading
|
669
|
|
Artikel
Ultimate strain and strength of RC columns retrofitted by steel tubes
|
675
|
|
Artikel
Beams with bonded-on steel plates : design for shear
|
681
|
|
Artikel
Elastic composite construction between timber and wood-based materials
|
687
|
|
Artikel
Strengthening of composite girder bridge by external prestressing
|
693
|
|
Artikel
The failure of ancient towers : problems of their safety assessment
|
699
|
|
Artikel
Development of composite action in existing non-composite bridges
|
705
|
|
Artikel
Renewal of bridge superstructures under traffic at the A13 Brenner motorway
|
711
|
|
Rubrik
Advanced composites
|
717
|
|
Artikel
Bond behaviour of CFRP-Laminates for the strengthening of concrete members
|
717
|
|
Artikel
Strengthening of structures with carbon fibre laminates
|
723
|
|
Artikel
Behaviour of masonry structures strengthened with composites
|
729
|
|
Artikel
Earthquake resistance of masonry structures strengthened with CFRP-Sheets
|
735
|
|
Artikel
Advanced composites for bridge infrastructure rehabilitation and renewal
|
741
|
|
Artikel
Evolution of stay cables through the use of CFPR
|
747
|
|
Artikel
Retrofitting or prestressed concrete beams with exterior post-tensioned CFRP tendons
|
753
|
|
Artikel
Concrete-filled fibre reinforced plastic circular columns
|
759
|
|
Artikel
The design of development of a novel FRP reinforced bridge
|
765
|
|
Artikel
Potsdamer Platz: steel fibre concrete for underwater concrete slabs
|
771
|
|
Rubrik
Behaviour modelling
|
777
|
|
Artikel
Plastic deformation capacity of steel-concrete composite member
|
777
|
|
Artikel
The fracture theory of composite at bearing strain in end faces
|
783
|
|
Artikel
Behaviour of high-strength composite columns
|
789
|
|
Artikel
Structural behaviour of concrete-filled steel box sections
|
795
|
|
Artikel
Ductility and strength of thin-walled concrete filled box column
|
801
|
|
Artikel
Ductility of steel tube-reinforced concrete composite beams
|
807
|
|
Artikel
Crack formation in bending composite elements
|
813
|
|
Artikel
Shear resistance of stud connectors with profiled steel sheeting
|
819
|
|
Artikel
The influence of slab bending moments on the load bearing behaviour of headed studs
|
825
|
|
Artikel
Interaction between hollow core slabs and supporting beams
|
831
|
|
Rubrik
Poster sessions
|
837
|
|
Rubrik
Connection between materials
|
838
|
|
Artikel
A new test for stud connectors in ribbed slabs
|
838
|
|
Artikel
Interlayer bond deterioration under repeated shear load
|
842
|
|
Artikel
Connection of new and old concrete with bonded reinforcement bars
|
844
|
|
Artikel
A design method for glass-adhesive-glass composite structural elements
|
846
|
|
Artikel
Monotonic behaviour of fastening systems for sandwich panels
|
848
|
|
Artikel
Long term behaviour of composite concrete structures
|
850
|
|
Rubrik
Safety and serviceability
|
852
|
|
Artikel
Health and safety monitoring of composite structures
|
852
|
|
Artikel
Time-dependent response of composite structures
|
854
|
|
Artikel
Study of behaviour of concrete beams strengthened by steel plates against shearing force
|
856
|
|
Artikel
Composite cylinders subjected to external pressure
|
858
|
|
Artikel
The safety of composite sub-sea structures
|
860
|
|
Rubrik
Analysis and dimensioning
|
862
|
|
Artikel
Creep and shear-lag effects in composite beams with flexible connection
|
862
|
|
Artikel
Calculation of stresses for composite structures
|
864
|
|
Artikel
Stochastic long-term analysis of composite girders
|
866
|
|
Rubrik
Structural design
|
868
|
|
Artikel
Design and tests of new steel-concrete slabs
|
868
|
|
Artikel
Arch bridge crossing the Brno-Vienna expressway
|
870
|
|
Artikel
The Nevers bridge: design of the steel concrete composite box girder
|
872
|
|
Artikel
The Oeresund bridge on the link between Denmark and Sweden
|
874
|
|
Rubrik
Fire resistance
|
876
|
|
Artikel
Approach to assessment of fire damages: composite structures
|
876
|
|
Rubrik
Joints between structural members
|
878
|
|
Artikel
Connection of steel beams to concrete-filled tubular columns
|
878
|
|
Artikel
Column-pile joints made of steel pipes filled with concrete
|
880
|
|
Artikel
Behaviour of the composite beam-to-steel H column connection
|
882
|
|
Artikel
Composite rahmen railway viaduct of PPC beam and steel box beam
|
884
|
|
Artikel
Punching failure mechanism of composite slab-column joints
|
886
|
|
Rubrik
Fabrication and erection
|
888
|
|
Artikel
The Antrenas tubular arch bridge
|
888
|
|
Artikel
The Dreirosen Bridge over the Rhine at Basel
|
890
|
|
Artikel
Deformation-compatibility of steel truss and high-strength concrete girders
|
892
|
|
Artikel
Planning of steel truss web prestressed concrete bridge
|
894
|
|
Artikel
Connections for ease of fabrication and erection with cold-formed steel permanent formwork
|
896
|
|
Artikel
Design and construction of a glass reinforced polyesters skylight
|
898
|
|
Artikel
Large-span architecture with hyperbolic composite thin-shell structure
|
900
|
|
Rubrik
Codes and standards
|
902
|
|
Artikel
A draft design code for steel-concrete composite girder in Japan
|
902
|
|
Artikel
A draft design code for concrete filled steel tubular columns in Japan
|
904
|
|
Artikel
Dynamic response of curved composite cellular bridges
|
906
|
|
Rubrik
Earthquake resistance
|
908
|
|
Artikel
Study on ultimate strenght and ductility of composite column
|
908
|
|
Artikel
Ultimate strength and ductility in concrete-filled double steel tubular columns
|
910
|
|
Artikel
Stable ultimate deformation of confined columns subjected to seismic loads
|
912
|
|
Artikel
Evaluation of seismic resistivity of CFT steel pillar
|
914
|
|
Rubrik
Diagnosis, maintenance, retrofitting, repair
|
916
|
|
Artikel
Collapse and rehabilitation of coposite trussed structures
|
916
|
|
Artikel
Use of aluminium alloys in retrofitting ancient suspension bridges
|
918
|
|
Artikel
Shear strengthening of existing reinforced concrete slabs: an experimental investigation
|
920
|
|
Artikel
Major repairs to Frank Lloyd Wright's largest house: Wingspread, Racine, WI, USA
|
922
|
|
Rubrik
Advanced composites
|
924
|
|
Artikel
Shear reinforcement of RC beams using carbon fiber sheets
|
924
|
|
Artikel
Shear strengthening of RC columns by carbon fiber sheet
|
926
|
|
Artikel
Seismic retrofit of concrete columns using advanced composite materials
|
928
|
|
Artikel
Strengthening of reinforced concrete bridge piers by carbon fiber sheet
|
930
|
|
Artikel
Timber-glass composite in structural glazing
|
932
|
|
Artikel
Advanced composite stay cables
|
934
|
|
Rubrik
Behaviour modelling
|
936
|
|
Artikel
Ultimate strength of steel-concrete composite sections under biaxial bending
|
936
|
|
Artikel
Long term performance of timber concrete composite structural elements
|
938
|
|
Artikel
Vertical shear resistance models for a deltabeam
|
940
|
|
Rubrik
(Plenary session)
|
943
|
|
Artikel
Composite construction in california bridge seismic retrofitting
|
943
|
|
Register
List of authors
|
953
|