๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Dynamic investigation of a suspension footbridge

โœ Scribed by J.M.W. Brownjohn; A.A. Dumanoglu; C.A. Taylor

Book ID
113234501
Publisher
Elsevier Science
Year
1994
Tongue
English
Weight
990 KB
Volume
16
Category
Article
ISSN
0141-0296

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

VIBRATION CHARACTERISTICS OF A SUSPENSIO
VIBRATION CHARACTERISTICS OF A SUSPENSION FOOTBRIDGE
โœ J.M.W. Brownjohn ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 269 KB

A suspension footbridge located in a tourist attraction in Singapore has a suspended span of 35 m and was designed for static pedestrian and wind loads. In common with other bridges of this type, it is a light, efficient structure and has a lively dynamic performance. Distributed parameter and fini

Dynamic loading and response of footbrid
Dynamic loading and response of footbridges
โœ Rainer, J. H.; Pernica, G.; Allen, D. E. ๐Ÿ“‚ Article ๐Ÿ“… 1988 ๐Ÿ› NRC Research Press ๐ŸŒ English โš– 416 KB
Design optimization and dynamic analysis
Design optimization and dynamic analysis of a tensegrity-based footbridge
โœ Nizar Bel Hadj Ali; Landolf Rhode-Barbarigos; Alberto A. Pascual Albi; Ian F.C. ๐Ÿ“‚ Article ๐Ÿ“… 2010 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 865 KB

Tensegrity structures are spatial structural systems composed of struts and cables with pin-jointed connections. Their stability is provided by the self-stress state in tensioned and compressed members. Although much progress has been made in advancing research into the tensegrity concept, a rapid s