Abstract
The SYNER-G methodology and tools for the assessment of the systemic vulnerability and performance of harbors are applied in the case of Thessaloniki’s port, a major export and transport harbor of Greece and the European Union’s closest port to the countries of Southeast Europe. Following the methodological framework for the systemic analysis developed in SYNER-G, waterfront structures, cargo handling equipment, power supply system, roadway system and buildings are examined. The systemic vulnerability methodology and software implementation are first described, followed by the description of the system topology and characteristics and the input for the analysis. Characteristic results of the application are provided and commented. Performance Indicators (PIs) are calculated based on the estimated damages and functionality losses of the different components. Apart of the average performance and the Mean Annual Frequency (MAF) of exceedance of the PIs, the distribution of estimated damages and losses for a specific event is also given through thematic maps. The most critical elements for the functionality of the port system are defined through correlation factors to the system PIs. Finally, the epistemic uncertainty related to the use of different fragility functions and functionality definitions is investigated by performing selected sensitivity analyses.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
CEN (European Committee for Standardization) (2004) Eurocode 8: design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings. EN 1998-1: 2004. Brussels, Belgium
Elgamal A, Yang Z, Parra E, Ragheb A (2001) Cyclic 1D. UCSD
Giardini D, Woessner J, Danciu L, Crowley H, Cotton F, Grünthal G, Pinho R, Valensise G, Akkar S, Arvidsson R, Basili R, Cameelbeeck T, Campos-Costa A, Douglas J, Demircioglu MB, Erdik M, Fonseca J, Glavatovic B, Lindholm C, Makropoulos K, Meletti C, Musson R, Pitilakis K, Sesetyan K, Stromeyer D, Stucchi M, Rovida A (2013) Seismic Hazard Harmonization in Europe (SHARE). Online data resource, doi:10.12686/SED-00000001-SHARE
Ichii K (2003) Application of performance-based seismic design concept for Caisson-type quay walls. PhD Dissertation, Kyoto University
Ishihara K, Yoshimine M (1992) Evaluation of settlements in sand deposits following liquefaction during earthquakes. Soils Found 32(1):173–188
Kakderi K, Pitilakis K (2010) Seismic analysis and fragility curves of gravity waterfront structures. In: 5th international conference on recent advances in geotechnical earthquake engineering and soil dynamics and symposium in Honour of Professor I. M. Idriss, San Diego, CA. Paper no 6.04a
Kappos A, Panagopoulos G, Panagiotopoulos C, Penelis G (2006) A hybrid method for the vulnerability assessment of R/C and URM buildings. Bull Earthq Eng 4(4):391–413
National Institute of Building Sciences (NIBS) (2004) HAZUS-MH: user’s manual and technical manuals. Report prepared for the Federal Emergency Management Agency, Washington, DC
Pachakis D, Kiremidjian AS (2005) Estimation of downtime-related revenue losses in Maritime ports due to earthquakes. Blume Center technical report no 146.
Seed RB, Cetin KO, Moss RES, Kammerer AM, Wu J, Pestana JM (2003) Recent advances in soil liquefaction engineering: a unified and consistent frame work. In: 26th annual ASCE Los Angeles geotechnical spring seminar, keynote presentation, H.M.S. Queen Mary, Long Beach, CA.
SRMLIFE (2007) Development of a global methodology for the vulnerability assessment and risk management of lifelines, infrastructures and critical facilities. Application to the metropolitan area of Thessaloniki. Research project, General Secretariat for Research and Technology, Greece
Youd TL, Idriss IM, Andrus RD, Arango I, Castro G, Christian JT, Dobry R, Liam Finn WD, Harder LF Jr, Hynes ME, Ishihara K, Koester JP, Liao SSC, Marcuson WF, Martin GR, Mitchell JK, Moriwaki Y, Power MS, Robertson PK, Seed RB, Stokoe KH (2001) Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils. J Geotech Geoenviron 127(10):817–833
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2014 Springer Science+Business Media Dordrecht
About this chapter
Cite this chapter
Kakderi, K., Selva, J., Pitilakis, K. (2014). Application in the Harbor of Thessaloniki. In: Pitilakis, K., Franchin, P., Khazai, B., Wenzel, H. (eds) SYNER-G: Systemic Seismic Vulnerability and Risk Assessment of Complex Urban, Utility, Lifeline Systems and Critical Facilities. Geotechnical, Geological and Earthquake Engineering, vol 31. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-8835-9_12
Download citation
DOI: https://doi.org/10.1007/978-94-017-8835-9_12
Published:
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-017-8834-2
Online ISBN: 978-94-017-8835-9
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)