Correlation of Significant Duration with Amplitude and Cumulative Intensity Measures and Its Use in Ground Motion Selection
By Brendon Bradley. 2011
141 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Geophysics
View Paper: https://www.semanticscholar.org/paper/0d234fef08911ae6ae70238531957f3a3fd9ec4a
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
In Geophysics
Citations in the corpus
- Ground motion selection for scenario ruptures using the generalised conditional intensity measure (GCIM) method (2015, methodology): “As investigated and discussed by Bradley [16], Bradley [18], and Bradley [19], the residuals of duration and cumulative IMs have a relatively low correlation with each other, for example, ρ(Ds595, CAV) = 0.”
- Physically Parameterized Prediction Equations for Significant Duration in Active Crustal Regions (2016, result): “vice-versa), which is consistent with prior work showing negative correlation between these ground motion intensity measures (Bradley 2011).”
- The Purpose and Definition of the Minimum Magnitude Limit in PSHA Calculations (2017, methodology): “In the 50.54(f ) letter issued on the first anniversary of the Fukushima accident in which the Nuclear Regulatory Commission requested that all U.S. NPP owners update their seismic-hazard assessments, the following instructions: To remove non-damaging lower-magnitude earthquakes, addressees should e”