Basis of Design and Actions on Structures - Background and application of Eurocode 1

Medium:

conference proceedings

Language(s):

English

Publisher:

International Association for Bridge and Structural Engineering (IABSE)

Published in:

Zurich, Switzerland

Conference:

IABSE Colloquium: Basis of Design and Actions on Structures - Background and application of Eurocode 1, Delft, The Netherlands, 1996

Page(s):

620

Year:

1996

Series:

IABSE Reports (No. 74)

Purchase from:

Author(s)

Title

Page(s)

Apeland, Kristoffer

A comparison of the new ISO 4355 with CEN ENV 1991-2-3

Arnbjerg-Nielsen, Torben

Calibration of partial safety factors

Bakhoum, Mourad M.

A relative comparison of actions and strength in four concrete building design codes

Bakhoum, Mourad M.

Traffic actions for the design of long and medium span road bridges
a comparison of international codes

Brainov, Milcho

Safety, economy and legal aspects of limit state design
experience in Eastern Europe

Bruls, Aloïs

ENV 1991 part3
the main models of traffic loads on road bridges: background studies

Bruls, Aloïs

ENV1991 - part 3
traffic loads on bridges: calibration of road load models for road bridges

Cajot, L.-G.

Accidental actions
Influence of the active fire protection measures (Annex D of ENV1991-2-2)

Cartapati, Enzo

Ductility requirements of a bridge pier subject to impact

Coman, Ovidiu

Seismic soil structure interaction analysis and the codes of practice

Crespo-Minguillón, César

Traffic loads in EC-1
How do they suit to highway bridges in Spain?

Croce, Pietro

Vehicle interactions and fatigue assessment of bridges

Eibl, Josef

Nonlinear design and an appropriate safety format

Elnashai, Amr S.

Assessment of Eurocode 8 seismic force calculation

Flint, Anthony R.

Extreme traffic loads on road bridges and target values of their effects for code calibration

Franssen, J.-M.

Accidental actions
Connection between parametric temperature-time curves and equivalent time of fire exposure (Annexes B and E of ENV 1991-2-2).

Froli, Maurizio

Research on the transversal thermal behaviour of a prestressed concrete box girder bridge in Italy

Gandil, Jacques

Railway traffic actions and combinations with other variable actions

Gulvanessian, Haig

ENV 1991-1: Eurocode 1: part 1: basis of design introduction, development and research needs

Holand, Ivar

Design philosophy for accidental actions

Holický, Milan

Reliability analysis of a reinforced concrete column designed according to the Eurocodes

Holický, Milan

Statistical procedures for design assisted by testing

Jacob, Bernard

Calibration of bridge fatigue loads under real traffic conditions

Kanda, Jun

Design load and structural safety
developments in Japan

König, Gert

Representative values of thermal effects for concrete bridges in EC1, part 2.5

Lazenby, David W.

Conference review and looking ahead

Leray, Jean-Claude

The insertion of the Eurocodes into the national contexts
temporary assessment of the ENV's insertion and perspectives on the EN's insertion

Lünchinger, Paul

Basis of design
serviceability aspects

Lungu, Dan

Comparative study of Eurocode 1, ISO and ASCE procedures for calculating wind loads

Menzies, John B.

Introduction to Eurocode 1

Msambichaka, Joseph J.A.

Effectiveness of user-load-control on reinforced concrete bridges

Murzewski, Janusz

Upper bound for combination of action effects

Nowak, Andrzej S.

New generation of U.S. bridge design codes

Orr, Trevor L.L.

Examples of the application of Eurocode 1

Östlund, Lars

Actions

Quast, Ulrich

An effective procedure for combining actions

Raizer, Vladimir

Comparison with Russian code

Ruscheweyh, Hans P.

EC 1: Wind Actions

Sadovský, Zoltán

Influence of skewness on reliability verification and safety factors

Sanpaolesi, Luca

The background document for snow loads

Sanpaolesi, Luca

The EC1 and the new Italian code on actions

Schleich, Jean-Baptiste

Eurocode 1 / Part 2.2
Actions on structures exposed to fire

Scholten, Charlotte Togsværd V.

NAD for traffic load bridges

Sedlacek, G.

Relationship between Eurocode 1 and the «material» oriented Eurocodes

Sedlacek, Gerhard

Basis of design and actions on structures
part 2.1: densities, self weight, imposed loads

Sedlacek, Gerhard

EC 1: Actions Induced by Cranes

Siemes, Ton

Durable safety and serviceability
a performance based design format

Simpson, Brian

Basis of design in Eurocode 7

Smith, Brian W.

National application document for the wind draft

Snell, Richard

ISO offshore structures standard background scope and content

Snijder, H.H.

Comparative research to establish load factors for railway bridges

Stark, Jan

Eurocodes, need or nuisance?

Straalen, Ljsbrand Van

Comparison of statistical evaluation models

Støttrup-Andersen, Ulrik

Ice risk levels
a practical approach to design

Twilt, Leen

Input data for the natural fire design of building structures

Vismann, Ulrich

Non-linear analysis and safety evaluation for concrete structures

Vos, Charles J.

Structural engineering
tools, core task and interfaces

Vrouwenvelder, Ton

Eurocode1, basis of design, background information

Vrouwenvelder, Ton

Revision of IS 2394
general principles on reliability for structures

Wang, Yong

Large compartment fire tests at Cardington and the assessment of Eurocode 1

Advertisement

Basis of Design and Actions on Structures - Background and application of Eurocode 1

IABSE Colloquium Delft 1996

Articles

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.

Required Data

Basis of Design and Actions on Structures - Background and application of Eurocode 1

IABSE Colloquium Delft 1996

Articles

You have exceeded your monthly download limit! Structurae Plus subscribers can download 30 media files or data sets per month. Structurae Pro users are limited to 50.

Required Data

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.