Institutional-Repository, University of Moratuwa.  

Comparison of portal frames of UB sections with the lattice girder portal frames

Show simple item record

dc.contributor.advisor Hettiaracchchi, MTP
dc.contributor.author Jayasinghe, S
dc.date.accessioned 2011-03-29T09:38:31Z
dc.date.available 2011-03-29T09:38:31Z
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/619
dc.description A Thesis submitted to the Department of Civil Engineering for the Degree of Master of Engineering in Structural Engineering Design en_US
dc.description.abstract Portal frame structures are very popular in industrial buildings due to their pleasing appearance and shorter construction period. In Sri Lanka too, steel construction is increasingly being used for single storey buildings. Basically there are two types of steel portal frames adopted in Sri Lanka; these are called Prefabricated and pre- engineered portal frames./ Although the portal frame is inherently pleasing to the eye, given a well proportioned and detailed design, and less in cost for providing controlled environments, industrial connotation, together with increased service requirements has encouraged the use of lattice trusses for the roof structures. /The structural forms both in the simple form fixed column bases and as portal frames with moment resisting connections between the tops of columns are used for long span structures./ Although it is widely used, portal frame may not be the best solution for large span single story buildings. Lattice girders are successfully used for medium size spans. However it is not widely used for large span buildings in Sri Lanka./ The construction industry here has many years of experience and necessary skills on fabricating truss or lattice type structures. Even though skilled and unskilled labor involvement is high, it will not reflect crucially on ultimate cost of the structure as the labor cost is less here in Sri Lanka, compared to European countries. Therefore in Sri Lanka lattice girder construction for large span buildings may be more cost effective. The main objective of this research is to compare the portal frames formed with lattice girders with the conventional portal frames with Universal Beam sections for different span ranges and compare them in same spans, in the context of optimum cost and space requirements.
dc.format.extent ix, 4 diagrams, 40 figures, 229p. : ill., tables en_US
dc.subject CIVIL ENGINEERING - Thesis
dc.subject STRUCTURAL ENGINEERING DESIGN
dc.subject STEEL STRUCTURES
dc.title Comparison of portal frames of UB sections with the lattice girder portal frames
dc.type Thesis-Abstract
dc.identifier.faculty Engineering en_US
dc.identifier.degree MEng en_US
dc.identifier.department Department of Civil Engineering en_US
dc.date.accept 2009-12
dc.identifier.accno 93907 en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record