Skip to main content

Συντάκτης: nisida

Seismic Protection of Monuments: Workshop & Seminar

The European Center of Prevention and Forecasting of Earthquakes(ECPFE) and the Earthquake Planning and Protection Organization (EPPO) of Greece took the initiative to organize in the framework of the EUR-OPA agreement a Workshop-Seminar on the above subject. The Workshop-Seminar will take place in Athens, 2 December 2013. A field trip will take place on 3 December 2013. The thematic topics of the Workshop-Seminar are :

1.Classification of importance of Monuments and acceptable damage levels
2.Basic data influencing the design (Architectural , historical and Structural documentation, Monitoring of seismic behaviour, etc
3.Methods of Analysis for Assessment of bearing capacity and the design of Structural Interventions,
4.Estimation of Resistances of critical regions before and after Interventions,
5.Selection of Design Seismic Actions for the redesign,
6.Criteria for the selection of the most appropriate scheme of Structural Interventions: Monumentic values/optimum interventions
7.Case studies
8.Existing National Regulatory documents for the aseismic design of structural interventions in Monuments

Please note that the official language of the Workshop-Seminar is in English.

Aseismic Design and Construction in Egnatia Odos

A special issue of the Hellenic Association for Earthquake Engineering related to the Seismic Design of major projects along the Egnatia Highway is now made available online

Title: Aseismic Design and Construction along the Egnatia Odos
Editor: A.J. Kappos
Size: 51MB
Type: PDF

Official Website of the Hellenic Association for Earthquake Engineering: www.eltam.gr

IBSBI Conference: Innovations On Bridges And Soil-Bridge Interaction, Athens, 2014

The Hellenic Society of Bridges Study is pleased to announce the second IBSBI Conference, “Innovations On Bridges And Soil-Bridge Interaction” IBSBI 2014, which will be held in Athens on 16, 17 and 18 October 2014. During 2014 we will be celebrating the 3300 years of the construction of the oldest bridge in Europe, the Mycenaean Bridge of Kazarma.

CONFERENCE TOPICS
· Aesthetics and architecture of bridges
· Bridge monitoring
· Design methods
· Fabrication and construction
· High performance materials
· New materials and their application on bridges
· International codes on bridges and comparison-loadings
· Seismic behaviour
· Vehicle-bridge interaction
· Old bridges and maintenance
· Stone bridges
· Long-span bridges
· Special forms of bridges
· Floating bridges
· Pedestrian bridges
· Sky-bridges
· Geotechnical problems
· Soil-structure interaction
· Stability problems – types and analysis
· Auxiliary and connected sub-structures
· Prefabrication
· Erection
· Computational techniques
· Experimental research
· Isolation and damping systems
· Aeroelasticity

Impact and explosion problems
· Multi-hazard loading on bridges

CALL FOR ABSTRACTS

The Scientific Committee invites all participants wishing to contribute to the scientific program to submit an abstract for oral presentation. Abstracts must be submitted by the deadline, January 10, 2014, to the following e-mail address:ibsbi2014@ntua.gr . Abstracts received after this date will not be considered.

Selected papers of high quality will be considered for publication in an extended form in the new International Journal IJBE after invitation ( http://www.ijbe.net/ ).

Enhanced by Zemanta

Eurocode 8 Worked Examples

Excellent report by the Joint Research Center on various aspects of Eurocode 8 application inclussive of illustrative worked examples. Download
A complete list of Eurocode-related publications and presentations can be found here

EERI new database of RC buildings damaged by earthquakes

The new EERI database is an excellent and very educational colllection of seismically induced damage of reinforced concrete buildings. It contains over 50 case studies on concrete buildings damaged in over 20 earthquakes. Each case study provides detailed information about the building and photographs of damage. The information presented has been extracted from references and discussions with mentors. The database is presented as a baseline for further research and should not be construed as definitive analysis. Images in the database are taken from references, online reports, EERI photo collections, and individual mentors. For more information about this database, visit http://db.concretecoalition.org/

A similar initiative for Greek earthquakes is available here: http://asptetk.civil.auth.gr/Pages/DataForm.aspx

Civil Engineering Toolbox for iPad

Civil Engineering Toolbox is a revolutionary way to perform simple and some not-so-simple, structural engineering calculations using iPad. It is not about solving complex math but rather about understanding and conceptually decoupling the fundamental steps of structural engineering: (a) define the structural system, (b) define the loading patterns acting on the structure, (c) select material properties from a database, (d) select sections from a database, (e) check the developed stresses, the displacements and the associated cost. If acceptable, that’s fine; if not, the user needs to think carefully which one of (a)-(d) need to be modified to get the optimum balance between safety factor and cost. In case it is needed, a photo can be captured on site and the entire calculation package can be sent to the office computer by e-mail together with the exact GPS location of the site.

With Civil Engineering Toolbox, the engineer can perform the following tasks:
-Design a reinforced concrete beam in flexure [required reinforcement and associated cost]
-Solve a simply supported slab [for various supports and loads, according to Czerny method]
-Solve a straight, simply supported beam [for various supports and loads]
-Solve a one bay frame [for various supports and loads]
-Solve a continuous beam and plot deflections, bending moments and shear forces [for various number of spans, supports and uniform/non-uniform loads]
-Manage the Material Properties Library [reinforced concrete and steel materials]
-Manage the Structural Section Library [Rectangular R/C sections & IPE, HEA, HEB, IPN steel sections]
-Report generation and e-mail export (inclusive of results, photo and GPS location]

Enhanced by Zemanta

New Greek Code for Seismic Interventions

A 2013 revision of the Hellenic Code for Seismic Interventions (i.e., the Greek equivalent to Eurocode 8 – Part 3 for retrofitting of structures) has been officiallt published in the Government Gazette (Φ.Ε.Κ.). The revised version of the code is available through the website of the Earthquake Planning and Protection Organisation (O.A.S.P.)

NEES@Illinois MUST-SIM Facility’s Physical Test & Hybrid Simulation

The primary objective of the NEES@Illinois facility is to create a physical-analytical simulation environment whereby multi-axial, full-scale structure-foundation-soil systems can be subjected to complex loading and boundary conditions representing earthquake ground motion. Actions and responses are captured by state-of-the-art instrumentation and are processed and visualized using software developed by the site.
The major physical components of the facility are the reaction structure and the loading and boundary condition boxes, or LBCBs. Each LBCB is a self-reacting assembly of actuators, swivel joints, and control software capable of imposing any combination of six actions (forces and moments) and six deformations (displacements and rotations) on specimens connected to the loading platforms of the LBCBs. The site has three (3) large LBCBs, which can be used separately or in combination. When used together the LBCBs can be controlled independently, or they can be controlled to act as a single LBCB with increased load capacity. One of the key attributes of the MUST-SIM facility is that the LBCBs may be reconfigured to accommodate a vast array of testing needs. Examples of past tests and specifications of the test equipment will be presented during the webinar.

In addition to the full-scale facility, the NEES@Illinois site has a fully-operational, 1/5th-scale version of the MUST-SIM laboratory. This facility provides a realistic pre-test environment and serves as an education and outreach facility, but has also proven to be a worthy research facility in its own right.

Beyond the hardware aspects of the laboratory, NEES@Illinois has also developed the control systems and data acquisition systems used in the MUST-SIM. These systems will be covered in detail.

Hybrid simulation offers the most realistic testing to mimic actual system responses and NEES@Illinois is at the forefront of this area of research. 3-D hybrid simulation using UI-SimCor, a simulation coordinator developed at NEES@Illinois, will also be discussed.

YouTube Channel: http://www.youtube.com/user/NEESATUIUC?feature=watch


Enhanced by Zemanta

Investing in educational technology in the times of the Greek financial recession

Sextos, A.G. (2013) “A Paperless Course on Structural Engineering Programming: investing in educational technology in the times of the Greek financial recession”, European Journal of Engineering Education. 

This paper presents the structure of an undergraduate course entitled ‘programming techniques and the use of specialised software in structural engineering’ which is offered to the fifth (final) year students of the Civil Engineering Department of Aristotle University Thessaloniki in Greece. The aim of this course is to demonstrate the use of new information technologies in the field of structural engineering and to teach modern programming and finite element simulation techniques that the students can in turn apply in both research and everyday design of structures. The course also focuses on the physical interpretation of structural engineering problems, in a way that the students become familiar with the concept of computational tools without losing perspective from the engineering problem studied. For this purpose, a wide variety of structural engineering problems are studied in class, involving structural statics, dynamics, earthquake engineering, design of reinforced concrete and steel structures as well as data and information management. The main novelty of the course is that it is taught and examined solely in the computer laboratory ensuring that each student can accomplish the prescribed ‘hands-on’ training on a dedicated computer, strictly on a 1:1 student over hardware ratio. Significant effort has also been put so that modern educational techniques and tools are utilised to offer the course in an essentially paperless mode. This involves electronic educational material, video tutorials, student information in real time and exams given and assessed electronically through an ad hoc developed, personalised, electronic system. The positive feedback received from the students reveals that the concept of a paperless course is not only applicable in real academic conditions but is also a promising approach that significantly increases student productivity and engagement. The question, however, is whether such an investment in educational technology is indeed timely during economic recession, where the academic priorities are rapidly changing. In the light of this unfavourable and unstable financial environment, a critical overview of the strengths, the weaknesses, the opportunities and the threats of this effort is presented herein, hopefully contributing to the discussion on the future of higher education in the time of crisis.

More at the Journal Website