Development and Application of OpenQuake , an Open Source Software for Seismic Risk Assessment
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H. Crowley | R. Pinho | V. Silva | M. Pagani
[1] G. Atkinson,et al. Ground-Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01 s and 10.0 s , 2008 .
[2] J. Baker,et al. Correlation model for spatially distributed ground‐motion intensities , 2009 .
[3] Mustafa Erdik. Discussion of “Istanbul at the Threshold: An Evaluation of the Seismic Risk in Istanbul” , 2007 .
[4] K. Campbell,et al. NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s , 2008 .
[5] Ezio Faccioli,et al. Engineering seismic risk analysis of the Friuli region , 1979 .
[6] M. Inel,et al. Vulnerability of Low and Mid-Rise Reinforced Concrete Buildings In Turkey , 2010 .
[7] BrianS-J. Chiou,et al. An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra , 2008 .
[8] Zekeriya Polat,et al. Fragility analysis of mid-rise R/C frame buildings , 2006 .
[9] 森光 康夫. 地上オイルパイプラインの地震応答(Earthquake Engineering and Structural Dynamics Vol.3 1975) , 1976 .
[10] M. Altu. Fragility-based assessment of typical mid-rise and low-rise RC buildings in Turkey , 2008 .
[11] Charles C. Thiel,et al. Earthquake Spectra , 1984 .
[12] S. Akkar,et al. Displacement-Based Fragility Functions for Low- and Mid-rise Ordinary Concrete Buildings , 2005 .