Last modified: April 11, 2008
you may need Acrobat Reader to read the pdf files.
Contact
Addresses : Gautam Dasgupta, dasgupta@columbia.edu
Professor, Civil Engineering and Engineering Mechanics
Columbia University, Mail Code 4709, New York, NY 10027-6699, USA;
call office: 212-854-3102 or email: gd18@columbia.eduSummaryCV:two page -- April 14, 2008
Photo with The Chief Guest of IMS 2003, UK ---
(and the Chair of IMS Executive committee)
AvignonSymposium:CNRS-NSF-June 25 to 29, 2006 :
Impact of Toursim and Water Issues:proposed visit in October or December 2007 :
Isoparametric Finite Element Folder
Wachspress Polygonl Finite Element Folder
Biological Implications of Concave Finite Elements Folder
Photo with The Founder of Fuzzy Logic, September 2007
Undergraduate: Computer-aided engineering graphics (GRAP E 2005y course outline , OfficeHrs and ExamSch )
Graduate: Computer graphics in engineering (GRAP E 4005y, OfficeHrs \ and ExamSch ):
Graduate: Finite element analysis, II (CIEN E6333y): OfficeHrs \ and ExamSch
Graduate: Viscoelasticity and plasticity (ENME E8320y): OfficeHrs and ExamSch
Research Onepage Resume and CV(short)
Conferences , Research Topics , Cooperative Research , Recent Activities
Engineering Analysis of Historical Monuments
Research Proposal under preparation NSF-Comp.Bio.
PHD Dissertations: Publico, Malsch
Live design. ITR: Information Based Security for Civil Infrastructure:
Deep domain models for Bayesian analysis
ITR proposal
Concave Finite Elements,
Maxillo-Facial Frame, Pentagonal Convex Finite Element
IMS99 Paper,
NSFOct2000
You may need MathReader to read the Mathematica notebooks.
Tessellica: Defect-free Finite Element Formulation and Solution
visit: PatentDescription
The following two items are achieved with computer algebra environment Mathematica
(i) four-node elastic elements pass both patch and zero-locking tests
(ii) one computer code handles compressible and plain strain incompressible elements
Columbia University owns the patent:
U.S. Patent No. 6,101,450 of Gautam Dasgupta for "Stress Analysis Using a Defect-Free Four Node Finite Element Technique" -
For further information contact Columbia University Science and Technology Ventures: http://www.stv.columbia.edu (stvinfo@columbia.edu).