𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Load-bearing control of slender bridges

✍ Scribed by Alexander Tesar

Publisher
John Wiley and Sons
Year
2005
Tongue
English
Weight
227 KB
Volume
62
Category
Article
ISSN
0029-5981

No coin nor oath required. For personal study only.

✦ Synopsis

An active control of the load-bearing capacity of slender bridges is treated in the present paper. Interactive conditions in ultimate response are considered. A numerical treatment of the occurring/appearing non-linear problems is made using the updated Lagrangian formulation of motion. Each step of the iteration approaches the solution of linear problem and the feasibility of the parallel processing FETMtechnique with adaptive mesh refinement and substructuring for the analysis of ultimate behaviour of bridges is established. Application to an actual bridge is submitted in order to demonstrate the efficiency of the procedures suggested.

πŸ“œ SIMILAR VOLUMES

Calcium bridges are not load-bearing cel
Calcium bridges are not load-bearing cell-wall bonds inAvenacoleoptiles
✍ David L. Rayle πŸ“‚ Article πŸ“… 1989 πŸ› Springer-Verlag 🌐 English βš– 397 KB

I examined the ability of frozen-thawed Avena sativa L. coleoptile sections under applied load to extend in response to the calcium chelators ethyleneglycol-bis-(beta-aminoethylether)-N,N,N',N'-tetraacetic acid (EGTA) and 2-[(2-bis-[carboxymethyl]amino-5-methylphenoxy)methyl]-6-methoxy-8-bis[carboxy

Load-bearing behaviour and structural an
Load-bearing behaviour and structural analysis of slender ring-stiffened cylindrical shells under quasi-static wind load
✍ W. Schneider; W. Zahlten πŸ“‚ Article πŸ“… 2004 πŸ› Elsevier Science 🌐 English βš– 526 KB

This paper presents the results of physically and geometrically nonlinear analyses of the load-bearing capacity of slender wind-loaded cylindrical shells. These structures do not, even though their geometry is beam-like, behave as beams. The reason for this behaviour deviating from classic beam theo

Vibration control of bridges under movin
Vibration control of bridges under moving loads
✍ Ho-Chul Kwon; Man-Cheol Kim; In-Won Lee πŸ“‚ Article πŸ“… 1998 πŸ› Elsevier Science 🌐 English βš– 339 KB

AbstractÐThis paper presents vibration control of bridges under moving loads using a tuned mass damper (TMD). TMD, a kind of passive type control device, has a variety of merits in that it has permanent service time, and only requires easy management and maintenance eorts and no external power suppl