# Search results for: Abdollah Shafieezadeh

Structural and Multidisciplinary Optimization > 2019 > 59 > 5 > 1621-1637

Bulletin of Earthquake Engineering > 2019 > 17 > 2 > 681-706

*IM*) parameters determined a posteriori (POS-PSDM) is employed to examine and compare the full potential of the explanatory power of different

*IM*formulations. A total of six

*IM*formulations adopting the optimal

*IM*parameters determined a posteriori (i.e.

*POS*-

*IM*s) are studied, including two spectral

*IM*s with the optimal...

Earthquake Engineering & Structural Dynamics > 47 > 11 > 2297 - 2314

Earthquake Engineering & Structural Dynamics > 46 > 14 > 2381 - 2397

Bulletin of Earthquake Engineering > 2018 > 16 > 1 > 229-257

Bulletin of Earthquake Engineering > 2017 > 15 > 9 > 3437-3461

_{α}) as a generalization of conventional seismic intensity measures (IMs) such as peak ground acceleration (PGA) and peak ground velocity (PGV) can better predict the seismic performance of structural systems. This paper proposes the first ground motion prediction equation (GMPE) for PGR

_{α}for active shallow crustal regions using a subset of the PEER NGA-West2...

Structural Safety > 2017 > 65 > C > 113-125

Engineering Structures > 2016 > 128 > C > 441-452

Engineering Structures > 2016 > 127 > C > 635-644

Earthquake Engineering & Structural Dynamics > 45 > 14 > 2327 - 2347

Engineering Structures > 2016 > 118 > C > 274-286

Risk Analysis > 35 > 2 > 292 - 306

Engineering Structures > 2015 > 87 > Complete > 47-57

IEEE Transactions on Smart Grid > 2015 > 6 > 2 > 973 - 979

Reliability Engineering and System Safety > 2014 > 132 > Complete > 207-219

Earthquake Engineering & Structural Dynamics > 43 > 14 > 2075 - 2095

Earthquake Engineering & Structural Dynamics > 43 > 5 > 739 - 757

IEEE Transactions on Power Delivery > 2014 > 29 > 1 > 131 - 139

Soil Dynamics and Earthquake Engineering > 2013 > 47 > Complete > 92-107

Structural Safety > 2012 > 38 > Complete > 48-55