ETH Zurich

E-Periodica Schweizer Zeitschriften online. Revues suisses en ligne. Swiss journals online.

Revue
Volume 74 (1996)
Pages liminaires I
Préface III
Index: Colloquium Committees IV
Table des matières VI
Rubrique: Plenary session 1: Opening 1
Article: Opening address: the industrial view 3
Article: Introduction to Eurocode 1 5
Rubrique: Plenary session 2: Eurocode 1: basis of design 13
Article: ENV: 1991-1: Eurocode 1: part 1: basis of design introduction, development and research needs 15
Article: Eurocode1, basis of design, background information 25
Article: Basis of design: serviceability aspects 33
Article: Durable safety and serviceability: a performance based design format 41
Article: Actions 51
Rubrique: Plenary session 3: Eurocode 1: Actions on structures 59
Article: Basis of design and actions on structures: part 2.1: densities, self weight, imposed loads 61
Article: part 2.2: actions on structures exposed to fire 71
Article: Design load and structural safety: developments in Japan 83
Article: Structural engineering: tools, core task and interfaces 95
Article: A comparison of the new ISO 4355 with CEN ENV 1991-2-3 101
Article: Ice risk levels: a practical approach to design 109
Article: Revision of IS 2394: general principles on reliability for structures 117
Rubrique: Plenary session4: Integration with other Eurocodes 119
Article: Relationship between Eurocode 1 and the «material» oriented Eurocodes 121
Article: Basis of design in Eurocode 7 141
Article: Assessment of Eurocode 8 seismic force calculation 149
Rubrique: Plenary session 5: Implementation and evaluation 157
Article: Nonlinear design and an appropriate safety format 159
Article: Eurocodes, need or nuisance? 165
Article: The EC1 and the new Italian code on actions 175
Article: The insertion of the Eurocodes into the national contexts: temporary assessment of the ENV's insertion and perspectives on the EN's insertion 177
Article: Conference review and looking ahead 189
Article: The background document for snow loads 191
Article: EC 1: wind actions 199
Article: ENV 1991 part3: the main models of traffic loads on road bridges: background studies 215
Article: Railway traffic actions and combinations with other variable actions 229
Rubrique: Parallel session 1A: basis of design 241
Article: Calibration of partial safety factors 243
Article: Reliability analysis of a reinforced concrete column designed according to the Eurocodes 251
Article: Non-linear analysis and safety evaluation for concrete structures 265
Article: Upper bound for combination of action effects 279
Article: Influence of skewness on reliability verification and safety factors 291
Article: Safety, economy and legal aspects of limit state design: experience in Eastern Europe 301
Article: Seismic soil structure interaction analysis and the codes of practice 307
Article: Statistical procedures for design assisted by testing 317
Article: Comparison of statistical evaluation models 327
Rubrique: Parallel session 1B: Actions on buildings 335
Article: An effective procedure for combining actions 337
Article: Comparative study of Eurocode 1, ISO and ASCE procedures for calculating wind loads 345
Article: National application document for the wind draft 355
Article: EC 1: actions induced by cranes 363
Article: Design philosophy for accidental actions 375
Article: Accidental actions: fire, influence of the active fire protection measures (Annex D of ENV1991-2-2) 383
Article: Input data for the natural fire design of building structures 395
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). 407
Article: Large compartment fire tests at Cardington and the assessment of Eurocode 1 419
Rubrique: Parallel session 2A: actions on bridges 437
Article: ENV1991 - part 3: traffic loads on bridges: calibration of road load models for road bridges 439
Article: Comparative research to establish load factors for railway bridges 455
Article: Extreme traffic loads on road bridges and target values of their effects for code calibration 469
Article: Calibration of bridge fatigue loads under real traffic conditions 479
Article: Vehicle interactions and fatigue assessment of bridges 489
Article: Representative values of thermal effects for concrete bridges in EC1, part 2.5 495
Article: Research on the transversal thermal behaviour of a prestressed concrete box girder bridge in Italy 509
Article: Traffic loads in EC-1: How do they suit to highway bridges in Spain? 521
Article: NAD for traffic load bridges 529
Article: New generation of U.S. bridge design codes 535
Article: Traffic actions for the design of long and medium span road bridges: a comparison of international codes 541
Article: Effectiveness of user-load-control on reinforced concrete bridges 551
Article: Ductility requirements of a bridge pier subject to impact 559
Rubrique: Parallel Session 2B: Comparisons and application 571
Article: Examples of the application of Eurocode 1 573
Article: A relative comparison of actions and strength in four concrete building design codes 581
Article: ISO offshore structures standard background scope and content 591
Article: Comparison with Russian code 603
Index: IABSE reports 607
Pages complémentaires 618