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1.	Original version of the author's contribution as presented on CD, Paper ID: 14-0111.: PDF Continuum Model for RC Interior Beam-Column Connection Regions Mitra, Nilanjan Due to complexity of reinforced concrete beam-column connection behavior, experimental investigations have not provided definitive answers as to the impact of local nonli [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: 14-0110.: PDF Uncertainty in Analytical Structural Response Associated with High Level Modeling Decisions Mitra, Nilanjan Current performance based design approach requires an improved understanding of the behavior of structural components which can be realized through nonlinear analysis of [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 05-01-0175.: PDF Factors Influencing Analytical Continuum Simulation of Three-Point Bend Test of a Concrete Notched Beam Mitra, Nilanjan ; Lowes, Laura Accurate determination of the response of concrete in tension is required for analysis of massive concrete structures designed based on philosophy of un-cracked concrete [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, Paper ID: 04-02-0106.: PDF Investigation of Bending–Buckling Interaction of Piles in Liquefiable Soils Bhattacharya, S. ; Blakeborough, A. Post-earthquake reconnaissance of the 2001 Bhuj (India) earthquake and the 1995 Kobe (Japan) earthquake reveals that the pile supported structures still collapse after ma [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 3045.: PDF Binomial logistic regression model for probabilistic assessment of failure of reinforced concrete beam column joints subjected to seismic action Mitra, Nilanjan Detailed record - Similar records

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