FS
Fayaz A. Sofi
National Institute of Technology Srinagar, University of Nebraska-Lincoln, Indian Institute of Technology Bombay, Government of Jammu and Kashmir, India
Employment
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National Institute of Technology Srinagar Assistant Professor2018 - Present
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University of Nebraska-Lincoln GraduateTeaching Assistant (GTA)2016 - 2017
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University of Nebraska-Lincoln Graduate Research Assistant (GRA)2014 - 2016
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Government of Jammu and Kashmir, India Assistant Executive Engineer (Civil)2008 - 2013
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University of Arizona Graduate Teaching Assistant2007 - 2007
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GE India Technology Centre Pvt Ltd Design Engineer2006 - 2007
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Konkan Railway Corporation Ltd., Mumbai Consulting Engineer2003 - 2004
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Consulting Engineers Pvt. Ltd., Srinaga Design Engineer2003 - 2003
Education
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University of Nebraska-Lincoln Doctor of Philosophy (Ph.D.)2014 - 2017
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Indian Institute of Technology Bombay Master of Technology2004 - 2006
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National Institute of Technology Srinagar Bachelor of Engineering1998 - 2002
Projects & Funding
Projects & funding information is unavailable.
Publications (31)
- Experimentally and numerically verified behaviour of splice joints under multiple loading conditions and their capacity predictions using artificial neural networks Save
- Equivalent flat-web thicknesses and modified flange-based moment resistance for corrugated-web steel I-girders Save
- Unified Approach for Estimating Axial-Load Capacity of Concrete-Filled Double-Skin Steel Tubular Columns of Multiple Shapes Using Nonlinear FE Models and Artificial Neural Networks Save
- Estimation of patch-loading resistance of steel girders with unequal trapezoidal web-corrugation folds using nonlinear FE models and artificial neural networks Save
- Flexural Behavior of Perforated Steel Beams with Multiple Web-Corrugations and Openings Save
- Experimental and nonlinear FE simulation-based compressive behavior of stiffened FRP-concrete-steel double-skin tubular columns with square outer and circular inner tubes Save
- Compressive Behavior and Nonlinear Load Carrying Capacity of Multiple-Shape Concrete Filled Double-Skin Steel Tubular Columns Save
- Estimating Axial Load Capacity of Concrete-Filled Double-Skin Steel Tubular Columns of Multiple Shapes Using Genetic Algorithm-Optimized Artificial Neural Networks Save
- Experimentally Verified Behavior of Multiple-Shape Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns Under Axial Compression Save
- Quantifying the Sensitivity of Input Parameters in an ANN-Based Committee Networks Model for Estimation of Steel Girder Bridge Load-Ratings Save