Show simple item record

contributor authorPeter G. Buckland
date accessioned2017-05-08T20:53:57Z
date available2017-05-08T20:53:57Z
date copyrightOctober 1991
date issued1991
identifier other%28asce%290733-9445%281991%29117%3A10%282972%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30978
description abstractFor many years, major bridges have been built without the designers having any specific basis for the traffic loads used in the design. Traffic loads are compared between codes in the United Kingdom, which has the longest span in the world, and in the United States, which has the second and third longest. Recent studies in the United States, Canada, and the United Kingdom have resulted in major changes to recommended long‐span bridge‐design loads. These, too, are compared. Multiple‐lane loading and impact are also discussed. The current British loading is similar to, but heavier than, the loading recommended by the ASCE Committee on Loads and Forces on Bridges.
publisherAmerican Society of Civil Engineers
titleNorth American and British Long‐Span Bridge Loads
typeJournal Paper
journal volume117
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1991)117:10(2972)
treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record