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

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

IABSE Colloquium Delft 1996

Bibliografische Daten

Medium:	Tagungsband
Sprache(n):	Englisch
Verlag:	International Association for Bridge and Structural Engineering (IABSE)
Veröffentlicht in:	Zürich, Schweiz
Tagung:	IABSE Colloquium: Basis of Design and Actions on Structures - Background and application of Eurocode 1, Delft, The Netherlands, 1996
Seite(n):	620
Jahr:	1996
Reihe:	IABSE Reports (Nr. 74)
Bestellbar bei:

Artikel

Autor(en)	Titel	Seite(n)
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

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen.

Über diese
Datenseite
Reference-ID
10543285
Veröffentlicht am:
12.01.2021
Geändert am:
30.04.2024

Anzeige

Structurae kooperiert mit

International Association for Bridge and Structural Engineering (IABSE)

Anzeige

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

IABSE Colloquium Delft 1996

Artikel

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

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

IABSE Colloquium Delft 1996

Artikel

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.