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Eurocode 8 Worked Examples

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

Bridge Wizard: a freeware for Seismic Analysis of Bridges using OpenSees

Bridge Wizard: a freeware for Seismic Analysis of Bridges using OpenSees

Bridge Wizard, is an interactive front-end software for the seismic analysis and assessment of bridge structures, that takes advantage of a sophisticated, Open-Source software for Earthquake Engineering Simulation (OpenSees) to provide: (a) conceptual assistance during the finite element analysis pre- and post-processing (b) finite element model development automations and (c) expert advice for modeling various bridge-specific issues that are key for the reliable prediction of structural response (such as boundary conditions, pier-deck connections, soil-structure interaction etc). Bridge Wizard improves the efficiency and credibility of the finite element modeling developed, particularly for the case of complex bridge structures and gives the designer more control in critical modeling decisions affecting the overall system response.

Software website: www.bridge-wizard.eu

Probabilistic Seismic Hazard Assessment through geometrically non-linear back-analysis of Byzantine and Roman Monuments

Probabilistic Seismic Hazard Assessment through geometrically non-linear back-analysis of Byzantine and Roman Monuments

This paper aims at developing the tools and strategy for assessing the seismic performance of the Byzantine and Roman remains in the city of Thessaloniki, in Greece, as a means to back-evaluate and enrich the seismic microzonation studies available for the Metropololitan area. At first, focus is made on the Walls that have been constructed at the end of the 4th century A.D. in the reign of Theodosius the Great and numerous blocks remain intact widespread within the city grid. The study particularly focuses on a specific Wall residuum, whose small dimensions, simple morpholgy (free-standing, rocking dominated masonry block), availability of nearby strong ground motion recordings and good knowledge of the underlying soil conditions, constitute a well-controlled case-study with the minimum possible numerical modeling (i.e., epistemic), record-to-record and material uncertainty. Secondly, the study focuses on an ancient Roman column, which was reestablished in 1969 after extensive archeological works. For both historical structures, a refined probabilistic dynamic analysis approach is adopted and the structural performance is examined, through a Monte Carlo Simulation scheme, for a number of realistic earthquake scenarios, accounting for geometric nonlinearities (i.e., sliding and rocking) and uncertainties in friction properties. Given the absence of damage, permanent displacement or collapse of the particular bodies, the probability of non-exceedance of a specific intensity measures (for the period that the structures remain intact) is assessed for the Wall residuum and the ancient colonnade, thus implicitly, for the city as a whole. It is also demonstrated that the fragility predicted without dully considering rocking and sliding of the two rigid blocks may lead to misleading results for particular sets of strong ground motions.

Sextos AG, Nalmpantis S, Faraonis P, et al. (2013) Probabilistic seismic hazard assessment through geometrically non-linear back-analysis of Byzantine and Roman Monuments. 10th HSTAM International Congress on Mechanics. Chania, Crete, Greece.

Youtube Video

Seventh National Seismic Conference on Bridges and Highways (7nsc)

Seventh National Seismic Conference on Bridges and Highways (7nsc)

“Bridge Resilience for Earthquakes and Other Natural Hazards”. Oakland May 20-22, 2013. 
The Seventh National Seismic Conference on Bridges & Highways is tailored to the needs of engineers working for state and local departments of transportation, design consultants, contractors, researchers, mangers, and others responsible for transportation facilities. International guests will be able to dialogue with others, share their successes and needs, and learn the latest approaches to design, retrofitting, geotechnology, inspection etc.

Seismic Strengthening of Hospitals

Seismic Strengthening of Hospitals

By NISEE
Hospital reconstruction and seismic strengthening provided continuous demand for construction design and engineering services in recent years. (See NISEE, Dec 9, 2011) In California, compliance with mandatory seismic performance objectives for critical health care facilities is largely supervised through the California Office of Statewide Planning and Development (OSPD). A hospital’s ability to function adequately after a large earthquake is dependent on the building’s structural components (a building’s primary load carrying system of foundation, columns, beams, floors, walls and roof), non-structural components (building elements such as ceilings, partitions, pipes, mechanical and electrical, that are not part of the structural load-bearing system), occupants (staff and patients) and contents (equipment, supplies, furnishings, etc.) remaining largely undamaged. Hospital serviceability after natural disaster relies on robust interconnectedness of lifeline systems (water, power, transportation, etc.) that support hospital services. The constitution of structural, non-structural and contents may provide unique seismic strengthening challenges for hospitals.

For seismic strengthening of modern hospital buildings, reliable site-specific loss estimation techniques (e.g.: Blume-157) can account for structural and non-structural damage. Engineering building codes (e.g.:ICBO, FEMA, California Building Codes), applied research programs (e.g.: ATC-58, MCEER, Japan E-Defense) and sophisticated testing methodologies to analyze and strengthen structural and many non-structural systems to resist moderate to strong earthquake shaking or geotechnical damage are reasonably advanced. Video of recent shake-table testing at the University of California, San Diego (‘Building it Better: Earthquake-Resilient Hospitals for the Future’) confirms some ability to achieve both structural and non-structural hospital resilience after credible earthquakes in California. 

Read more / Original Source

A Brief History Of The Richter Scale

A Brief History Of The Richter Scale


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Earthquake Photo Galleries by EERI

Earthquake Photo Galleries by EERI

EERI is launching a fantastic new resource for members only–online photo galleries from many recent and important earthquakes. Included are galleries for over 30 earthquakes. Each gallery features from 30 to 300 images and all photos are searchable by keyword. These initial galleries are only the beginning! EERI will continue to add new galleries and is working on a bulk download option and an improved search feature. In the next few months we will also add photos from the personal collection of Professor George Housner, one of EERI’s founding members. You can help us improve the site by contributing more photos, improving captions, identifying photographers, and providing feedback. Any comments should be sent to Chris Lee at Chris@eeri.org.

Preservation of Byzantine Antiquities at the Venizelou Metro Station, Thessaloniki

Preservation of Byzantine Antiquities at the Venizelou Metro Station, Thessaloniki

Official proposal of the Department of Civil Engineering regarding the preservation of Byzantine antiquities at the Venizelou Metro station, in Thessaloniki, Greece. Powerpoint presentation and Video illustration of the concept as presented during the Workshop organized by Aristotle University Thessaloniki on April 19th, 2013.
All four alternative solutions
Streaming of the Workshop

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ISSARS: New freeware for structure-specific ground motion selection

ISSARS: New freeware for structure-specific ground motion selection

Current practice enables the design and assessment of structures in earthquake prone areas by performing time history analysis with the use of appropriately selected strong ground motions. This study presents a Matlab-based software environment, which is integrated with a finite element analysis package, and aims to improve the efficiency of earthquake ground motion selection by accounting for the variability of critical structural response quantities. This additional selection criterion, which is tailored to the specific structure studied, leads to more reliable estimates of the mean structural response quantities used in design, while fulfils the criteria already prescribed by the European and US seismic codes and guidelines. To demonstrate the applicability of the software environment developed, an existing irregular, multi-storey, reinforced concrete building is studied for a wide range of seismic scenarios. The results highlight the applicability of the software developed and the benefits of applying a structure-specific criterion in the process of selecting suites of earthquake motions for the seismic design and assessment.

Software, Video tutorials and Manuals available at: http://www.asextos.net/issars.html
Mini-Symposium on Computer-Aided Seismic Design and Assessment of Bridges

Mini-Symposium on Computer-Aided Seismic Design and Assessment of Bridges

The 2013 International Conference on Earthquakes and Structures (ICEAS13) (http://asem.cti3.com/ICEAS.htm) will be held as part of The 2013 World Congress on Advances in Structural Engineering and Mechanics (ASEM13) (http://asem.cti3.com/asem13.htm) on 8-12 September 2013 in the International Convention Center Jeju, Jeju, Korea.
As part of ICEAS13, a Mini-Symposium on “Computer-Aided Seismic Design and Assessment of Bridges” is being organized by Anastasios Sextos (Assistant Professor at Aristotle University of Thessaloniki). 
The Mini-Symposium focuses on new computational methods for the seismic design and assessment of bridge structures primarily, but not exclusively, dealing with selection and scaling of ground motion, abutment-embankment and soil-foundation-superstructure interaction, seismic isolation, inelastic structural response, seismic pounding, structural health monitoring and control.
Authors interested in this Mini-Symposium are requested to submit a 300 words abstract by 31 March 2013. through the link http://www.techno-press.org/conference 
The procedure is to select “Abstract Submission – ASEM13” and, subsequently, the “Computer-Aided Seismic Design and Assessment of Bridges” Mini Symposium. Deadline for submitting the full conference paper after the acceptance of the abstract is 31 May 2013.
It would be preferable to notify the organizer of the Mini-Symposium at (asextos@civil.auth.gr) along with the submission of abstract. 
Thank you in advance for your kind attention and we are looking forward for an interesting session. 
International Conf. on Earthquake Geotechnical Engineering: From Case History to Practice • In honour of Prof. Kenji Ishihara

International Conf. on Earthquake Geotechnical Engineering: From Case History to Practice • In honour of Prof. Kenji Ishihara

The ISSMGE Technical Committee (TC 203) on “Earthquake Geotechnical Engineering and Associated Problems” organizes the International Conference on Earthquake Geotechnical Engineering From Case History to Practice in honor of Prof. Kenji Ishihara to be organized in Istanbul, Turkey during 17-19 June, 2013. Scope and topics include:
• Case histories on ground motion and site effects
• Soil investigation with field and laboratory testing
• Dynamic Characterisation and modelling
• Performance based design methodologies; Soil-structure interaction
• Physical modelling by shaking table and centrifuge tests
• Liquefaction; Lateral spreading
• Slope stability; Embankments, landfills and dams
• Shallow foundations; Pile foundations
• Retaining wall; Reinforced earth; Underground structures
More info: http://www.icege2013.org/

Earthquake Engineering Special Session organized with the framework of Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing

Earthquake Engineering Special Session organized with the framework of Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing

An “Earthquake Engineering” Special Session is organized within the framework of Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing, to be held in Cagliari, Sardinia, Italy between 3-6 September 2013. It is organized by Anastasios Sextos, Assistant Professor at Aristotle University of Thessaloniki.

The Special Session focuses on recent advances in Computational Earthquake Engineering and Structural Dynamics. More specifically, it will encourage contributions related to the mitigation of seismic risk, the design and assessment of
earthquake resistant buildings and bridges, the assessment of
special and monumental structures,
system identification and structural health
monitoring
, performance-based engineering, seismic
isolation and control of structures, dynamic soil-structure
interaction
, strong ground motion selection and scaling as well as
seismic wave propagation through the soil media.  Papers related to new
software applications, web-based engineering tools, frameworks for
hybrid simulation and distributed computing,
knowledge-based & expert
systems
,
finite
element programs, numerical analysis pre- and post- processing
front-ends, data and metadata dissemination and management
systems, high performance, parallel and cloud computing schemes,
applications for mobile devices and tablets as well as GIS-based
visualization tools are also welcome.

It is envisioned that the Special Session will constitute an interesting forum for scientists using state-of-the-art computational methods and tools for Earthquake Engineering purposes.

Please note that the call for papers closes on the 5th December 2012 and abstracts may be submitted via the conference website: http://www.civil-comp.com/conf/

To encourage young researchers to attend the conference a 1000 Euro Young Researcher Best Paper Prize will be awarded to the best paper presented at each of the conferences. (For further details please see the conference website).

Mini-Symposium on: Simulation-based structural vulnerability assessment and risk quantification in earthquake engineering

Mini-Symposium on: Simulation-based structural vulnerability assessment and risk quantification in earthquake engineering

Mini-Symposium 3: “Simulation-based structural vulnerability assessment and
risk quantification in earthquake engineering” is 
organised by Agathoklis Giaralis, Alexandros Taflanidis, and Dimitrios Vamvatsikos (http://www.icvram2014.org/MS-3-Giaralis-Taflanidis-Vamvatsikos.php)
Please visit the conference webpages for additional information – including information about the submission of abstracts. 

ASCE-ICVRAM-ISUMA 2014 conference
July 13-16, 2014, Liverpool, UKhttp://www.icvram2014.org/

Please note that the deadline for abstract submission is 30 April, 2013
O'Rourke speaks about earthquake effects

O’Rourke speaks about earthquake effects

Watch Live on March 7 or Watch Video on YouTube

PEER and the EERI Northern California Chapter jointly hosted the EERI distinguished lecture “The New Normal for Natural Disasters” by Professor Tom O’Rourke from Cornell University on December 6, 2012 at UC Berkeley.  This lecture discussed the effects of the Tohoku Earthquake and Tsunami, Canterbury Earthquake Sequence, and Hurricanes Katrina and Sandy with respect to their impact on regional and international economics, national practices for security and recovery, and worldwide energy policy.  The recording is now posted at PEER’s YouTube channel with the intermittent audio static from the live webcast removed. 
For those who would rather watch a live presentation, check out the opportunity towatch Professor O’Rourke live at Stanford University on March 7th as a part of the Shah Family Fund Distinguished Lecture Series.
Title: Earthquake Effects on Critical Infrastructure 
Speaker: Tom O’Rourke, Thomas R. Briggs Professor of Engineering, Cornell University
Date: March 7, 2013
Time: 4:30pm (Reception at 4:00pm)
Location:  Stanford University, Li Ka Shing Conference Center, LKS240/250 Directions
More information about this event can be found at the Blume Center’s website.
Abstract: The effects of the Tohoku Earthquake and Tsunami and Canterbury Earthquake Sequence are discussed with respect to their impact on regional and international economics, national practices for security and recovery, and worldwide energy policy. The lecture explains why these events require a fundamental re-thinking of the way we evaluate the risks of extreme events, as well as define and protect critical infrastructure. The impact of the Canterbury Earthquake Sequence on the underground infrastructure in Christchurch is explored with the use of an extraordinary GIS data set covering the effects of both liquefaction-induced permanent ground deformation and transient ground motion for 3 different earthquakes. Lessons learned from Christchurch for Wellington, NZ and San Francisco, CA are discussed. To address the need for protection against rare, high consequence events with limited financial resources, a strategy for improving infrastructure resilience is proposed.
Real-time Hybrid Simulations of a Large-scale Steel Structure with Nonlinear Viscous Dampers

Real-time Hybrid Simulations of a Large-scale Steel Structure with Nonlinear Viscous Dampers

The
NEESR project entitled NEESR-CR: Performance-Based Design for
Cost-Effective Seismic Hazard Mitigation in New Buildings Using
Supplemental Passive Damper Systems (PI: Richard Sause) is currently
conducting a series of large-scale real-time hybrid simulations (RTHS)
on a 3-story steel frame building at the Real-time Multi-directional
(RTMD) Earthquake Simulation Facility, the Lehigh NEES Equipment Site.
The goal for this NEESR project is to develop
a validated, probabilistic, performance-based seismic design procedure
for buildings with passive damping systems.The
RTHS data will be used to observe and understand the interactions of
the viscous dampers with the braces, beams, and columns of the
experimental substructure as well as the interactions
between the steel frame with the dampers and the rest of the building.
The project team has developed detailed analytical (numerical
simulation) models of the prototype building with nonlinear viscous
dampers, and the RTHS data will be used to validate the
models. RTHS
will take place February 21 – 22, 2013 between 1 and 4 pm EST. The RTHS
test matrix includes conducting a series of simulations using an
ensemble of 13 earthquake records at the design
basis earthquake (DBE) level. The RTHS can be viewed by telepresence,
where webcams and the Real-Time Data Viewer can be used to view video,
data and animation of the response of the building acquired from the
RTHS. To learn more or to remotely participate,
go to the following link (http://www.nees.lehigh.edu/rths-of-mrf-dbf-system-with-viscous-dampers). Result (including video) from completed tests will also be archived and
available at the previous link and through the Project Warehouse on NEES.org.  Also,
follow us on Facebook to get up to the minute simulation updates from our
research team.

The
project is a collaborative effort that includes California State
University, Northridge; California State Polytechnic University, Pomoma;
Lehigh University; The Pennsylvania State University,
Erie; and Tokyo Institute of Technology.   Industry partners include
Corry Rubber Company, Taylor Devices, Miyamoto International, Inc. and
Simpson Gumpertz & Heger. More information about the above NEESR project can be found
here. You are encouraged to visit the
RTMD website to learn about the capabilities of the Lehigh NEES Equipment Site and completed and
ongoing research projects.  Data can be accessed at NEEShub for the
completed projects.

Tenth U.S. National Conference on Earthquake Engineering

Tenth U.S. National Conference on Earthquake Engineering

10th National Conference on Earthquake Engineering
Frontiers of Earthquake Engineering
July 21-25, 2014
Anchorage, Alaska

Purpose

The Tenth U.S. National Conference on Earthquake Engineering, on the 50th Anniversary of theGreat Alaska Earthquake and Tsunami, will provide an opportunity for researchers and practitioners to share the latest knowledge and techniques to mitigate the damaging effects of earthquakes and tsunamis. This conference is being planned by the Earthquake Engineering Research Institute (EERI) in collaboration with the George E. Brown, Jr. Network for Earthquake Engineering Simulation (NEES). The conference will provide a unique environment to facilitate synergy between professionals and student researchers from the U.S. and around the world. This conference brings together professionals from a broad range of disciplines, including architecture, structural engineering, seismology, geology, geophysics, geotechnical engineering, business, public policy, social sciences, regional planning, emergency response planning, and regulation.

Call for Papers

Authors must submit abstracts and papers online. The deadline for submission of abstracts is March 31, 2013. The abstract collection system will open January 7, 2013. Additional detailed instructions are available at the conference website http://www.10ncee.org.

Special Sessions

The conference will include a small number of Special Sessions. Those interested in organizing and chairing a Special Session should contact either of the Technical Program committee co-chairs, Scott Ashford (Scott.Ashford@oregonstate.edu) or Greg Deierlein (ggd@stanford.edu), by February 15, 2013.

More Information

For more information view the 1st Announcement and Call for Papers at http://10ncee.org/wp-content/uploads/2012/12/10NCEE_Call-for-Papers.pdf or visit the conference website at http://www.10ncee.org.

In memoriam of Prof. Ambraseys

In memoriam of Prof. Ambraseys

Professor Nicolas Ambraseys Dip.Eng DIC PhD FICE FREng (Greek: Νικόλαος Αμβράζης, born 1929 in Athens) is a Greek Engineering Seismologist. He was Professor and later Professor Emeritus of Engineering Seismology and Senior Research Fellow at Imperial College London. Professor Ambraseys studied Rural and Surveying Engineering at the National Technical University of Athens (Diploma in 1952) and then Civil Engineering at Imperial College specialising in Soil Mechanics and Engineering Seismology. He worked with Professors Alec Skempton and Alan W. Bishop and obtained his PhD
degree in 1958; his thesis title was “The seismic stability of earth
dams”. He joined the staff in 1958 as a Lecturer and he was appointed a Reader in Engineering Seismology in 1968 and full Professor of Engineering Seismology in 1974. In 1968 he established the Engineering Seismology Section (ESEE) (now
part of the Geotechnics Section) in the Department of Civil and
Environmental Engineering of Imperial College and served as its first
Head from 1971 to 1994, until he retired and was reappointed as Senior
Research Investigator. He founded and became the first chairman of the
British National Committee of Earthquake Engineering (more on wikipedia).
Professor Ambraseys passed away on the 28th of December, 2012.

I remember Prof. Ambraseys from my MSc studies at Imperial College London back in the mid 90’s. No need to say much; anyone who has attended his lectures has an idea of the experience. His lectures were not based on writings on the board but on discussion. I particularly remember an example he gave one day on probability. He showed a slide on the overhead projector, with a train somewhere in Turkey, overturned by a surface fault which happened to be crossing the railway lines during an earthquake. I think it must had been near Erzincan. This time he used the blackboard. He calculated the probability of occurrence given the seismic hazard at the site, the probability of a surface faulting at the site of the incident, the probability of a train passing exactly the time of the faulting from this very site and the probability of the train being overturned. All and all, something of the order of 1e-10. Nearly impossible to happen. Nevertheless, the train had crashed and people had died. Still possible.

Therefore, he concluded, “you should see statistics in a relative and not in an absolute sense”. Every time I crash on uncertainty issues and every time I compute statistical measures I remember this quote. Statistics mean nothing on their own, unless you critically compare them with a carefully selected measure.   

10th HSTAM International Congress on Mechanics (EXTENDED DEADLINE)

10th HSTAM International Congress on Mechanics (EXTENDED DEADLINE)

10th HSTAM INTERNATIONAL CONGRESS ON MECHANICS
Chania, Crete, GREECE, 25-27 May,2013
www.10hstam.tuc.gr
The Hellenic Society for Theoretical and Applied Mechanics (http://hstam.ntua.gr/announcements.html) in cooperation with the Technical University of Crete  (www.tuc.gr) organizes the 10th HSTAM International Congress on Mechanics to be held in Chania from 25-27 May, 2013.
Important dates:
• Submission of abstract (300 words) by 15 January 2013 (EXTENDED DEADLINE).
Submission of abstracts and final papers will be done only electronically via the Congress e-mail: 10hstam@dpem.tuc.gr.
 For more information about the Congress please visit the website http://www.10hstam.tuc.gr
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Earthquake Damage Database

Earthquake Damage Database

The Earthquake Damage Database has been launched, featuring a visual and fully searchable catalogue of structural damage due to earthquake loading in Greece. The database contains more than 300 photos with seismic-related metadata, georeference (where availlable) and commentary and aims to act as a visual educational tool for undergraduate and young Civil Engineers. Currently it is available only in Greek.
Official Website: http://asptetk.civil.auth.gr/Pages/Home.aspx
For further info or in case you are interested to submit your earthquake damage-related photos please contact: asextos@civil.auth.gr

New high performance computational system at the Department of Civil Engineering

New high performance computational system at the Department of Civil Engineering

A new computational system has been setup at the Department of Civil Engineering of Aristotle University Thessaloniki, Greece and will officially kick-off operation on December 14th, 2012. The HCOUPER (High COmputational University PERformance) is an integrated
system, aiming to provide computational services to the members of the Department with research interests in running applications that are demanding in computational time, storage capacity and
memory usage. It is a multi-user environment running both Linux & Windows
OS by dynamically allocating computational resources where needed. More information may be found at: http://hcouper.weebly.com

L’Aquila sentence: Press Release of the Hellenic Association for Earthquake Engineering

L’Aquila sentence: Press Release of the Hellenic Association for Earthquake Engineering

PRESS RELEASE
=============
It is with
great regret that we have been informed about the primary conviction of
seven Italian scientists, considered responsible for the loss of human life
during the recent earthquake in L’Aquila. With deepest respect for each and
every human life lost due to this natural disaster, the Hellenic Society for
Earthquake Engineering, would like to note the following:

– It is
commonly accepted within the scientific community worldwide, that there cannot
be a short-term prediction of earthquakes, nor can it be an accurate
determination of the space, time and intensity of a future seismic event. For
this reason, it is practically impossible to take any essential precaution
measures for the protection of citizens in an area that is sufficiently narrow
and within a reasonably short period of time. Citizens and the State ought to
know the limits of scientific knowledge and to accept the large uncertainties
associated with the prediction of seismic activity, which is unfortunately
still impossible to overcome. From a scientific point of view and in accordance
with all international guidelines and state-of-practice, the Italian colleagues
acted as any other scientist would have in a similar position.
– The
criminalization of the inherent scientific inability to exceed the current
state of knowledge, is not only unjust for the persons in charge of the Italian
National Commission for the Forecast and Prevention of Major Risks, who have
contributed at a great extent in the mitigation of seismic risk. It is expected
to inactivate all relevant Civil Protection Departments in Italy and worldwide,
which will be reluctant to act in the future based on actual data. This phobic
crisis management may also result into a seriously misleading assessment of the
probabilistic nature of seismic hazard. This fact alone may have severe
consequences on the economic and social life of all regions exposed to seismic
risk internationally. Most importantly, it raises serious questions regarding
the way in which the State and society view the scientific progress as a whole.
Based on
the above, we would like to express the full and unreserved support of the
Hellenic Department of Earthquake Engineering to the convicted colleagues. We
do hope that the Italian Authorities will beneficially assess the validity of
our allegations.
Prof.
Kyriazis Pitilakis
Chairman
of the HSEE 
Assist. Prof. Anastasios Sextos
Secretary of HSEE 

HELLENICSOCIETYfor EARTHQUAKEENGINEERING [ HSEE ]
MemberoftheΙinternationalAssociationforEarthquakeEngineering
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