1. Shodhganga@INFLIBNET
  2. Bangalore University
  3. Department of Civil Engineering
Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/72375
Title: Probabilistic and fuzzy based analysis of posttensioned steel bridge trusses
Researcher: Ravindra, P M
Guide(s): Nagaraja, P S
Keywords: Fuzzy number
Hybrid method
Railway bridges
Reliability analysis
Steel trusses
University: Bangalore University
Completed Date: 
Pagination: xxi, 234p.
URI: http://hdl.handle.net/10603/72375
Appears in Departments:Department of Civil Engineering

Files in This Item:
File Description SizeFormat 
01_title.pdfAttached File146.47 kBAdobe PDFView/Open
02_declaration.pdf140.59 kBAdobe PDFView/Open
03_certificate.pdf268.78 kBAdobe PDFView/Open
04_acknowledgemnts.pdf407.66 kBAdobe PDFView/Open
05_contents.pdf782.45 kBAdobe PDFView/Open
06_abstract.pdf1.8 MBAdobe PDFView/Open
07_list of tables.pdf1.16 MBAdobe PDFView/Open
08_list of figures.pdf1.63 MBAdobe PDFView/Open
09_list of notations.pdf676.65 kBAdobe PDFView/Open
10_chapter 1 introduction.pdf2.95 MBAdobe PDFView/Open
11_chapter 2 literature review.pdf23.61 MBAdobe PDFView/Open
12_chapter 3 truss patterns and tendon layouts considered for analytical study.pdf1.94 MBAdobe PDFView/Open
13_chapter 4 deterministic analysis of posttensioed steel trusses.pdf6.04 MBAdobe PDFView/Open
14_chapter 5 reliability analysis of posttensioned steel trusses.pdf17.51 MBAdobe PDFView/Open
15_chapter 6 discussion of results.pdf35.82 MBAdobe PDFView/Open
16_chapter 7 conclusions.pdf2.64 MBAdobe PDFView/Open
17_references.pdf3.41 MBAdobe PDFView/Open
18_appendix.pdf7.39 MBAdobe PDFView/Open
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