Welcome to Fall 2009

Information System of Gautam Dasgupta

Modified on July 5, 2009

you may need Acrobat Reader to read the pdf files.

Mrs. Ples

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.edu

SummaryCV:one page -- July 2009

Mrs. Ples 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 :

Selected Items of Interest :

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


Teaching Goal

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

Recent Publications ,

BE Coloring paper ,

Research Proposal under preparation NSF-Comp.Bio.

Academic Activities


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).


Personal Interest Folder