A LOGIC TREE EXTENSION OF THE CAPACITY SPECTRUM METHOD DEVELOPED TO ESTIMATE SEISMIC RISK IN OSLO, NORWAY

The city of Oslo, Norway, was affected by a magnitude 5.4 earthquake in 1904 causing widespread minor damage. The earthquake occurred around 100 km south of Oslo within the Permean rift structure that runs North-South along the Oslofjord, and deep clay deposits under the city contributed to the damages. A seismic risk scenario including soil amplification and buildings classifications has been conducted with two earthquake sources, one very close to the city and one near the 1904 epicenter. Both scenarios exhibit strong dependencies on the soft clays underlying large parts of Oslo. The results confirm the 1904 effects, but also show a strong dependency on the applied attenuation functions. All computations are based on the capacity-spectrum method, and the predefined pushover curves and vulnerability functions were adopted from the HAZUS code. With this basis, the computational scheme was developed independent from the GIS framework, and a weighted logic tree formulation was implemented for appropriate treatment of epistemic uncertainties.

[1]  P. Talwani,et al.  Symptomatic Features of Intraplate Earthquakes , 2003 .

[2]  Eduardo MIRANDA,et al.  SEISMIC LOSS ESTIMATION MODEL FOR MEXICO CITY , 1999 .

[3]  J. Bommer,et al.  PREDICTION OF HORIZONTAL RESPONSE SPECTRA IN EUROPE , 1996 .

[4]  Maria Rosaria Gallipoli,et al.  An Empirical Method to Assess the Seismic Vulnerability of Existing Buildings Using the HVSR Technique , 2001 .

[5]  Giampiero Orsini A Model for Buildings' Vulnerability Assessment Using the Parameterless Scale of Seismic Intensity (PSI) , 1999 .

[6]  Fumio Yamazaki,et al.  Vulnerability Functions for Japanese Buildings based on Damage Data due to the 1995 Kobe Earthquake , 2000 .

[7]  Rui Pinho,et al.  DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDURE , 2004 .

[9]  B. Sundvoll,et al.  Architecture and early evolution of the Oslo Rift , 1994 .

[10]  E. Neumann,et al.  Tectonics and geophysics of continental rifts , 1978 .

[11]  M. Zoback,et al.  Stress perturbation associated with the Amazonas and other ancient continental rifts , 1996 .

[12]  H. Bungum,et al.  Source inversion of regional intensity patterns of five earthquakes from south-western Norway , 2005 .

[13]  C. Lindholm,et al.  Crustal stress in and around Norway: an evaluation of stress-generating mechanisms , 2000, Geological Society, London, Special Publications.

[14]  Khalid M. Mosalam,et al.  Seismic Fragility of LRC Frames with and without Masonry Infill Walls , 1997 .

[15]  I. Ramberg,et al.  The Tectonic History of the Oslo Region , 1978 .

[16]  D. Wells,et al.  New empirical relationships among magnitude, rupture length, rupture width, rupture area, and surface displacement , 1994, Bulletin of the Seismological Society of America.

[17]  R. Spence,et al.  Earthquake Protection: Coburn/Earthquake Protection, Second Edition , 2006 .

[18]  Francesca Cella,et al.  Assessing seismic risk at different geographical scales: concepts, tools, and procedures , 1998 .

[19]  Conrad Lindholm,et al.  Postglacial seismicity offshore mid-Norway with emphasis on spatio-temporal–magnitudal variations , 2005 .

[20]  J. Bommer,et al.  Development of an earthquake loss model for Turkish catastrophe insurance , 2002 .

[21]  Rui Pinho,et al.  PERIOD-HEIGHT RELATIONSHIP FOR EXISTING EUROPEAN REINFORCED CONCRETE BUILDINGS , 2004 .

[22]  H. Bungum,et al.  Stress inversion of earthquake focal mechanism solutions from onshore and offshore Norway , 2000 .

[23]  Julian J. Bommer,et al.  A Probabilistic Displacement-based Vulnerability Assessment Procedure for Earthquake Loss Estimation , 2004 .

[24]  W. J. Hall,et al.  Earthquake spectra and design , 1982 .