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Original Articles

Successive Earthquake-Tsunami Analysis to Develop Collapse Fragilities

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Pages 851-863 | Received 15 Jun 2011, Accepted 07 Apr 2012, Published online: 18 Jul 2012

References

  • Baldock , T. E. Cox , D. 2009 . Kinematics of breaking tsunami wavefronts: A data set from large scale laboratory experiments . Coastal Engineering , 56 : 506 – 516 .
  • Christovasilis , I. P. Filiatrault , A. Seismic testing of a full-scale two-story light-frame wood building: NEESWood benchmark test . Development of a performance-based seismic design philosophy for mid-rise woodframe construction, The State University of New York at Buffalo. Report NW-01 . 2007 .
  • Collins , M. S. 2009 . “ Finite element modeling of light frame wood structures an integrated approach ” . In Doctor of Philosophy, Civil Engineering Department , Raleigh , , North Carolina : North Carolina State University .
  • Ellingwood , B. R. , Rosowsky , D. V. , Li , Y. and Kim , J. H. 2004 . Fragility assessment of light-frame wood construction subjected to wind and earthquake hazards . Journal of Structural Engineering , 130 ( 12 ) : 1921 – 1930 .
  • FEMA-P646 . 2008 . Guidelines for Design of Structures for Vertical Evacuation from Tsunamis , Washington , D.C : Federal Emergency Management Agency .
  • Folz , B. and Filiatrault , A. 2001 . Cyclic analysis of wood shear walls . Journal of Structural Engineering , 127 ( 4 ) : 433 – 441 .
  • Folz , B. and Filiatrault , A. 2004a . Seismic analysis of woodframe structures. I: Model formulation . Journal of Structural Engineering , 130 ( 9 ) : 1353 – 1360 .
  • Folz , B. and Filiatrault , A. 2004b . Seismic analysis of woodframe structures. II: Model implementation and verification . Journal of Structural Engineering , 130 ( 9 ) : 1361 – 1370 .
  • Koshimura , S. , Oie , T. , Yanagisawa , H. and Imamura , F. 2009 . Developing fragility functions for tsunami damage estimation using numerical model and post-tsunami data from banda aceh, Indonesia . Coastal Engineering Journal , 51 ( 3 ) : 243 – 273 .
  • Li , Y. and Ellingwood , B. R. 2006 . Hurricane damage to residential construction in the US: importance of uncertainty modeling in risk assessment . Engineering Structures , 28 : 1009 – 1018 .
  • Neelamani , S. , Schuttrumpf , H. , Muttray , M. and Oumeraci , H. 1999 . Prediction of wave pressures on smooth impermeable seawalls . Ocean Engineering , 26 : 739 – 765 .
  • Park , S. and van de Lindt , J. W. 2009 . Formulation of seismic fragilities for a wood-frame building based on visually determined damage indexes . Journal of Performance of Constructed Facilities , 23 ( 5 ) : 346 – 352 .
  • Pei , S. and van de Lindt , J. W. 2008 . Manual of SAPWood for Windows Version 1.0 , Fort Collins , CO : Colorado State University .
  • Ramsden , J. D. 1996 . Forces on a vertical wall due to long waves, bores, and dry-bed surges . Journal of Waterway, Port, Coastal, and Ocean Engineering , 122 ( 3 ) : 134 – 141 .
  • Rosowsky , D. V. and Ellingwood , B. R. 2002 . Performance-based engineering of wood frame housing: Fragility analysis methodology . Journal of Structural Engineering , 128 ( 1 ) : 32 – 38 .
  • USGS [2011] “U.S. seismic design map,” https://geohazards.usgs.gov/secure/designmaps/us/ (http://https://geohazards.usgs.gov/secure/designmaps/us/) (Accessed: 1 March 2011 ).
  • van de Lindt , J. W. and Dao , T. N. 2009 . Performance-based wind engineering for woodframe buildings . Journal of Structural Engineering , 135 ( 2 ) : 169 – 177 .
  • Wilson , J. S. , Gupta , R. , van de Lindt , J. W. , Clauson , M. and Garcia , R. 2009 . Behavior of a one-sixth scale wood-framed residential structure under wave loading . Journal of Performance of Constructed Facilities , 23 ( 5 ) : 336 – 345 .
  • Xu , J. and Dolan , J. D. 2009a . Development of a wood-frame shear wall model in ABAQUS . Journal of Structural Engineering , 135 ( 8 ) : 977 – 984 .
  • Xu , J. and Dolan , J. D. 2009b . Development of nailed wood joint element in ABAQUS . Journal of Structural Engineering , 135 ( 8 ) : 968 – 976 .

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