Parametric study of cable suspended roofs under static loads

dc.contributor.advisorVaneeta Devi
dc.contributor.authorSati, Pooja
dc.date.accessioned2018-10-13T05:06:19Z
dc.date.available2018-10-13T05:06:19Z
dc.date.issued2014-06
dc.description.abstractSince 1950, there has been a growing interest to use covered area of long spans using tension structures. The development of the high tensile steel cable has made it possible. Cable roof have a wide field of application and have been used to cover such differing buildings as stadia and sports hall, swimming pools and water reservoirs, concert halls and theatres, hangers, warehouses and factories. With the increase in the demand of suspended cable roof system, theoretical research work in the field of analysis of them has also increased, though the analysis of a cable structure is quite complex, advent of electronic digital computer enable to make detailed study of them. The main aim of the present work is to investigate the behaviour of cable Suspended roofs under static loads. Cable roofs have been analysed as a discrete system by mean of stiffness method, using an already available computer programme after necessary modifications. Influence of different parameters, such as level of pretension, area of crosssection of cables on maximum deflection, maximum member force and maximum change in member force has been studied. The results are used to investigate the factors that affect the response and design of cable suspended roofs. Also these results are presented in the form of X-Y graphs plotted using non-dimensional parameters. Recommendations are given regarding selection of number of cables, area of cross-section and force of pretension for design of cable net roof and to cover circular plan area.en_US
dc.identifier.urihttp://krishikosh.egranth.ac.in/handle/1/5810081027
dc.keywordsroofs, steel, cablesen_US
dc.language.isoenen_US
dc.pages109en_US
dc.publisherG.B. Pant University of Agriculture and Technology, Pantnagar - 263145 (Uttarakhand)en_US
dc.research.problemRoofsen_US
dc.subCivil Engineeringen_US
dc.subjectnullen_US
dc.themeStructural Engineeringen_US
dc.these.typeM.Techen_US
dc.titleParametric study of cable suspended roofs under static loadsen_US
dc.typeThesisen_US
Files
Original bundle
Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
PoojaSati.pdf
Size:
5.14 MB
Format:
Adobe Portable Document Format
Description:
License bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.71 KB
Format:
Item-specific license agreed upon to submission
Description:
Collections