Bridge Design to Eurocodes – Worked examples

This document is a Technical Report with worked examples for a bridge structure designed following the Eurocodes. It summarizes important points of the Eurocodes for the design of concrete, steel and composite road bridges, including foundations and seismic design, utilizing a common bridge project as a basis. The geometry and materials of the example bridge as well as the main assumptions and the detailed structural calculations are presented in the first chapter of the report. Each of the subsequent chapters presents the main principles and rules of a specific Eurocode and their application on the example bridge, namely: • The key concepts of basis of design, i.e. design situations, limit states, the single source principle and the combinations of actions (EN 19990); • Permanent, wind, thermal, traffic and fatigue actions on the bridge deck and piers and their combinations (EN 1991); • Bridge deck modeling and structural analysis; • The design of the bridge deck and the piers for the ULS and the SLS, including the second-order effects (EN 1992-2); • The classification of the composite cross-sections, the ULS, SLS and fatigue verifications and the detailed design for creep and shrinkage (EN 1994-2); • The settlement and resistance calculations for the pier, three design approaches for the abutment and the verification of the foundation for the seismic design situation (EN 1997); • The conceptual design for earthquake resistance considering the alternative solutions of slender or squat piers; the latter case involves seismic isolation and design for ductile behavior (EN 1998-1, EN 1998-2). The bridge worked example analyzed in this report was prepared and presented at the workshop “Bridge Design to the Eurocodes” that was held on 4-6 October 2010 in Vienna, Austria. The workshop was organized by JRC with the support of DG ENTR and in collaboration with CEN/TC250/Horizontal Group Bridges, the Austrian Federal Ministry for Transport, Innovation and Technology and the Austrian Standards Institute. The document is part of the Report Series “Support to the implementation, harmonization and further development of the Eurocodes”, prepared by JRC in collaboration with DG ENTR and CEN/TC250 “Structural Eurocodes”.JRC.G.5-European laboratory for structural assessmen

New European Technical Rules for the Assessment and Retrofitting of Existing Structures.

The consideration of sustainability aspects in the construction sector jointly with considerable economic interests have been the main impulse to include the work item of assessment and retrofitting of existing structures in the Mandate M/515 with a high priority. The new European technical rules will be developed using the existing organization of CEN/TC250. The present report has been worked out in the frame of CEN/TC250/WG2 activities. The report encompasses: Part I introduces the policy framework and the CEN/TC250 initiative. Part II is a collation of the different existing National regulations and standards in Europe with regard to existing structures. Part III gives a prospect for CEN guidance for the assessment and retrofitting of existing structures. Having in mind the stepwise procedure for preparation of CEN Technical Documents, the contents of Part III is broader, covers more aspects, and includes more information than the normative technical recommendations. In particular, key issues are identified that require resolution and a summary of different national perspectives is provided rather than seeking to resolve all difficult technical issues during the first work step. The report presents scientific and technical background intended to stimulate debate and serves as a basis for further work to achieve a harmonized European view on the assessment and retrofitting of existing structures.JRC.G.4-European laboratory for structural assessmen

Summary of the Meeting on 11 December 2015 on Adaptation of Structural Design to Climate Change

The objectives of the meeting were as follows: 1. Discuss the feasibility and needs for creating snow map for structural design which accounts for the climate change: • availability of methodology and data; • scope of a snow map project – geographic, time span; • support / resources needed. 2. Set-up a group to create a document on the rational and needs for a snow map for structural design which accounts for the climate change. 3. Discuss the interaction with CEN/TC 250 Project Team (PT) on SC1.T5 (the Project Team on the CEN report on adaptation of the Eurocodes to the climate change, Task 5 of SC1, under Mandate M/515). 4. Identify other actions on structures whose effect on structures shall be consideredJRC.G.4-European laboratory for structural assessmen

The implementation of the Eurocodes in the National Regulatory Framework

The report provides general information on the concept of the Eurocodes implementation in the regulatory system and discusses case studies of EU Member States that have successfully implemented the Eurocodes in the national regulatory system. It also highlights the experience of designers on using the Eurocodes by presenting simple application examples. Moreover, the state of the Eurocodes implementation in the non-EU Balkan countries is presented, based on the information exchanged and collected during the workshop “The way forward for the Eurocodes implementation in the Balkans” (10-11 October 2018 in Tirana, Albania), along with the activities of the Engineering Chambers in support of the Eurocodes implementation. The way towards the publication of the Second Generation of the Eurocodes, expected after 2021, is also discussed.JRC.E.4-Safety and Security of Building

Summary of the meeting on 11 December 2015 on adaptation of structural design to climate change - Support to the implementation, harmonization and further development of the Eurocodes

It is expected that the global warming will reduce the frequency of the snow events. On the other hand, the intensity of extreme snow events may increase, since the capacity of the atmosphere to hold moisture increases with temperature. This may lead to the increase of both snow density and occurrence of extreme snowfalls in regions where temperatures still may happen to be below freezing level during precipitation events. To assess the evolution of the snow load and its impact on design of new buildings and on reliability of existing ones, a comparison of future trends, in both intensity and frequency of future precipitation in cold areas with current versions of snow load maps for structural design should be performed. The European Snow Loads Research Project was carried out under contracts with the European Commission DG III – D3 in the period 1996-1999 with the aim to provide scientific basis for harmonized definition of models for determining the actions of snow applied to the structural parts of construction works. The project was led by Pisa University. The snow load design map produced by this project is incorporated in Annex C of EN 1991-1-3 with the aim to help National Competent Authorities to redraft their national snow maps and to establish harmonized procedures to produce such maps. A pilot study on creating a snow load map for structural design taking into account the climate change was launched at a working meeting on 8 April 2014 at JRC/Ispra with the participation of Pisa University and the JRC CRM and ELSA Units. While the study has been performed in Pisa University, the JRC CRM Unit provided data on climate change projections, and the two JRC Units consulted the approach and the results. The results obtained show that the developed procedure is very appropriate for the creation of snow maps taking into account the climate change implications, since it allows to estimate characteristic ground snow loads on the basis of daily data Tmax, Tmin and h rain, which are typically available as outputs of climate change projections for all possible scenarios