Show simple item record

dc.contributor.author Rohitha SDK
dc.contributor.author Jayasuriya, CCW
dc.contributor.author Jayasinghe, MTR
dc.date.accessioned 2013-11-27T13:07:52Z
dc.date.available 2013-11-27T13:07:52Z
dc.date.issued 2001
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/9456
dc.description.abstract Suspension bridges that can allow light vehicular traffic can be much more beneficial than pedestrian suspension bridges, since those will allow more economic benefits by facilitating the transport of goods. However such bridges are still not available in Sri Lanka. Therefore, it is useful to develop suspension bridges for light vehicular traffic that could be constructed with locally available expertise in modular fashion. In this study, the loads appropriate for such bridges are presented. The techniques for accurate computer modelling to determine the effects of various loading conditions arc developed. Case studies were carried out for 42m and 60m span bridges to illustrate the design method. en_US
dc.language.iso en en_US
dc.title Computer modelling of suspension bridges for light vehicular traffic en_US
dc.type Conference-Full-text en_US
dc.identifier.year 2001 en_US
dc.identifier.pgnos F14-F23 en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record