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Front matter
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I
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Preface
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III
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Index: Colloquium Committees
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IV
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Table of Contents
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VI
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Rubric: Plenary session 1: Opening
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1
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Article: Opening address: the industrial view
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3
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Article: Introduction to Eurocode 1
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5
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Rubric: Plenary session 2: Eurocode 1: basis of design
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13
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Article: ENV: 1991-1: Eurocode 1: part 1: basis of design introduction, development and research needs
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15
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Article: Eurocode1, basis of design, background information
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25
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Article: Basis of design: serviceability aspects
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33
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Article: Durable safety and serviceability: a performance based design format
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41
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Article: Actions
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51
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Rubric: Plenary session 3: Eurocode 1: Actions on structures
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59
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Article: Basis of design and actions on structures: part 2.1: densities, self weight, imposed loads
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61
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Article: part 2.2: actions on structures exposed to fire
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71
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Article: Design load and structural safety: developments in Japan
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83
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Article: Structural engineering: tools, core task and interfaces
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95
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Article: A comparison of the new ISO 4355 with CEN ENV 1991-2-3
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101
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Article: Ice risk levels: a practical approach to design
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109
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Article: Revision of IS 2394: general principles on reliability for structures
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117
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Rubric: Plenary session4: Integration with other Eurocodes
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119
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Article: Relationship between Eurocode 1 and the «material» oriented Eurocodes
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121
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Article: Basis of design in Eurocode 7
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141
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Article: Assessment of Eurocode 8 seismic force calculation
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149
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Rubric: Plenary session 5: Implementation and evaluation
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157
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Article: Nonlinear design and an appropriate safety format
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159
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Article: Eurocodes, need or nuisance?
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165
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Article: The EC1 and the new Italian code on actions
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175
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Article: The insertion of the Eurocodes into the national contexts: temporary assessment of the ENV's insertion and perspectives on the EN's insertion
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177
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Article: Conference review and looking ahead
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189
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Article: The background document for snow loads
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191
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Article: EC 1: wind actions
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199
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Article: ENV 1991 part3: the main models of traffic loads on road bridges: background studies
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215
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Article: Railway traffic actions and combinations with other variable actions
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229
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Rubric: Parallel session 1A: basis of design
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241
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Article: Calibration of partial safety factors
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243
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Article: Reliability analysis of a reinforced concrete column designed according to the Eurocodes
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251
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Article: Non-linear analysis and safety evaluation for concrete structures
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265
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Article: Upper bound for combination of action effects
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279
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Article: Influence of skewness on reliability verification and safety factors
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291
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Article: Safety, economy and legal aspects of limit state design: experience in Eastern Europe
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301
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Article: Seismic soil structure interaction analysis and the codes of practice
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307
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Article: Statistical procedures for design assisted by testing
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317
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Article: Comparison of statistical evaluation models
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327
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Rubric: Parallel session 1B: Actions on buildings
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335
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Article: An effective procedure for combining actions
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337
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Article: Comparative study of Eurocode 1, ISO and ASCE procedures for calculating wind loads
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345
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Article: National application document for the wind draft
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355
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Article: EC 1: actions induced by cranes
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363
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Article: Design philosophy for accidental actions
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375
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Article: Accidental actions: fire, influence of the active fire protection measures (Annex D of ENV1991-2-2)
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383
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Article: Input data for the natural fire design of building structures
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395
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Article: Accidental actions: fire. Connection between parametric temperature-time curves and equivalent time of fire exposure (Annexes B and E of ENV 1991-2-2).
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407
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Article: Large compartment fire tests at Cardington and the assessment of Eurocode 1
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419
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Rubric: Parallel session 2A: actions on bridges
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437
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Article: ENV1991 - part 3: traffic loads on bridges: calibration of road load models for road bridges
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439
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Article: Comparative research to establish load factors for railway bridges
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455
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Article: Extreme traffic loads on road bridges and target values of their effects for code calibration
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469
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Article: Calibration of bridge fatigue loads under real traffic conditions
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479
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Article: Vehicle interactions and fatigue assessment of bridges
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489
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Article: Representative values of thermal effects for concrete bridges in EC1, part 2.5
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495
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Article: Research on the transversal thermal behaviour of a prestressed concrete box girder bridge in Italy
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509
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Article: Traffic loads in EC-1: How do they suit to highway bridges in Spain?
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521
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Article: NAD for traffic load bridges
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529
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Article: New generation of U.S. bridge design codes
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535
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Article: Traffic actions for the design of long and medium span road bridges: a comparison of international codes
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541
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Article: Effectiveness of user-load-control on reinforced concrete bridges
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551
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Article: Ductility requirements of a bridge pier subject to impact
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559
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Rubric: Parallel Session 2B: Comparisons and application
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571
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Article: Examples of the application of Eurocode 1
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573
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Article: A relative comparison of actions and strength in four concrete building design codes
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581
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Article: ISO offshore structures standard background scope and content
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591
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Article: Comparison with Russian code
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603
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Index: IABSE reports
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607
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Back matter
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618
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