479
Views
7
CrossRef citations to date
0
Altmetric
Original Articles

Preliminary Definition of Fragility Curves for Pile-Supported Wharves

&
Pages 83-106 | Published online: 12 Apr 2012

References

  • Badoni , D. and Makris , N. [1996] . Nonlinear response of single piles under lateral inertial and seismic loads, . Soil Dynamics and Earthquake Engineering , 15 : 29 – 43 .
  • Blandon , C. A. [2007] . “Seismic analysis and design of pile supported wharves, , Pavia , , Italy : PhD Dissertation, European School for Advanced Studies in Reduction of Seismic Risk (ROSE School), University of Pavia .
  • Budeck , A. M. , Benzoni , G. and Priestley , M. J. N. [1997] . “ Experimental Investigation of Ductility of In-Ground Hinges in Solid and Hollow Prestressed Piles, ” . In SSRP Report No. 97/17 , La Jolla , , California : Division of Structural Engineering, University of California, San Diego .
  • Carr , A. [2008] . Ruaumoko: The Maori God of Volcanoes and Earthquakes - Program for Inelastic Dynamic Analysis-User's Manual , New Zealand : University of Canterbury .
  • Carr , A. [2011] . Personal Communication
  • Chiou , J. S. , Chiangh , C. H. , Yang , H. H. and Hsu , S. Y. [2011] . Developing fragility curves for a pile-supported wharf, . Soil Dynamics and Earthquake Engineering , 31 : 830 – 840 .
  • Chopra , A. K. [2007] . Dynamics of Structures, Theory and Applications to Earthquake Engineering , New Jersey : Prentice-Hall, Englewood Cliffs .
  • Gerolymos , N. and Gazetas , G. [2004] . “ Phenomenological model applied to inelastic response of soil-pile interaction systems, ” . In Proc. of 4th International Conference on Earthquake Geotechnical Engineering Berkeley, California
  • Itasca . [2005] . FLAC Version 5.0: Fast Lagrangian Analysis of Continua-User's Guide , Minnesota : Itasca Consulting Group Inc., Minneapolis .
  • Kakderi , K. and Pitilakis , K. [2010] . “ Seismic analysis and fragility curves of fragility waterfront structures, ” . In Proc. of 5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics San Diego , California
  • Kavvadas , M. and Gazetas , G. [1993] . Kinematic seismic response and bending of free-head piles in layered soil, . Géotechnique , 43 : 207 – 222 .
  • Ko , Y.-Y. [2010] . “ Seismic fragility analysis for sheet pile wharves – Case study of the Hualien Harbor in Taiwan. ” . In Proc. of 5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics San Diego, California
  • Kottke, A. and Rathje, E. [2010] SigmaSpectra http://nees.org/resources/sigmaspectra (http://nees.org/resources/sigmaspectra)
  • Kottke, A. and Rathje, E., [2008] Strata http://nees.org/resources/strata (http://nees.org/resources/strata)
  • Kramer , S. L. [1996] . Geotechnical Earthquake Engineering , New Jersey : Prentice-Hall, Englewood Cliffs .
  • Makris , N. and Gazetas , G. [1992] . Dynamic pile-soil-pile interaction. Part II: Lateral and seismic response, . Earthquake Engineering and Structural Dynamics , 21 : 145 – 162 .
  • Mejia , L. H. and Dawson , E. M. May 29–31 [2006] . “ Earthquake deconvolution for FLAC, ” . In Proc. of 4th International Symposium on Numerical Modeling in Geomechanics Edited by: Hart and Varona . May 29–31 , Madrid , , Spain 2006,Paper 04-10.
  • Mylonakis , G. , Nikolaou , A. and Gazetas , G. [1997] . Soil-pile-bridge seismic interaction: Kinematic and inertial effects. Part I: Soft soil, . Earthquake Engineering and Structural Dynamics , 26 : 337 – 359 .
  • Pasquali , R. , Lai , C. G. and Corigliano , M. [2010] . “ Some issues in seismic analysis and design of blockwork wharves, ” . In Journal of Earthquake Engineering Vol. 14 , 102 – 130 .
  • Pessina , V. , Scandella , L. , Francheschina , G. and Lai , C. G. [2008] . “ Seismic risk assessment of Italian seaports: The case of Ancona (Italy), ” . In Proc. of 14th World Conference on Earthquake Engineering Beijing, China
  • PEER [2010] PEER Strong Motion Database, Pacific Earthquake Engineering Research Center University of California, Berkeley, California; http://peer.berkeleyedu/ngawest/databases.html (http://peer.berkeleyedu/ngawest/databases.html)
  • PIANC . [2001] . Seismic Design Guidelines for Port Structures, Permanent International Navigation Association , The Netherlands : A.A. Balkema Publishers .
  • POLA . [2004a] . Code for Seismic Design, Upgrade and Repair of Container Wharves , California : Port of Los Angeles, Los Angeles .
  • POLA . [2004b] . Commentary to the Code for Seismic Design, Upgrade and Repair of Container Wharves , California : Port of Los Angeles, Los Angeles .
  • Priestley , M. J. N. [2000] . “ Seismic criteria for california marine oil terminals, Volume 3, ” . In Technical Report TR-2103-SR , California : Naval Facilities Engineering Service Sector, Port Hueneme .
  • Priestley , M. J. N. , Calvi , G. M. and Kowalsky , M. J. [2007] . Displacement-Based Seismic Design of Structures , Pavia , , Italy : IUSS Press .
  • Seed , H. B. and Idriss , I. M. [1970] . Soil Moduli and Damping Factors for Dynamic response Analysis,” Earthquake Engineering Research Centre, University of California, Berkeley . Report No. UCB/EERC – , 70/10 : 48
  • Seismosoft [2010] Seismosignal – User's Manual www.seismosoft.com (http://www.seismosoft.com)
  • Suarez , V. and Kowalsky , M. J. [2007] . Displacement-based seismic design of drilled shaft bents with soil-structure interaction, . Journal of Earthquake Engineering , 11 : 1010 – 1030 .
  • Shinozuka , M. , Feng , M. Q. , Lee , J. and Naganuma , T. [2000] . Statistical analysis of fragility curves, . Journal of Engineering Mechanics , 126 ( 12 ) : 1224 – 1231 .
  • Thomopoulos , C. [2011] . “Preliminary definition of fragility curves for pile-supported wharves,” MSc Dissertation, ROSE School , Pavia , , Italy : IUSS .
  • Varun , V. [2010] . “A non-linear dynamic macroelement for soil structure interaction analyses of piles in liquefiable soil,” , Atlanta , , Georgia : PhD Dissertation, Georgia Institute of Technology .
  • Werner , S. D. , Rix , G. J. and DesRoches , R. [2008] . “ Seismic risk management for seaports, ” . In Proc. of 14th World Conference on Earthquake Engineering Beijing, China
  • Wen , Y. K. [1976] . Method for random vibration of hysteretic systems, . Journal of Engineering Mechanics, ASCE , 102 ( 2 ) : 249 – 263 .

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.