๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Dynamic performance of slender suspension footbridges under eccentric walking dynamic loads

โœ Scribed by Ming-Hui Huang; David P. Thambiratnam; Nimal J. Perera


Publisher
Elsevier Science
Year
2007
Tongue
English
Weight
740 KB
Volume
303
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Performance of vertebral cancellous bone
โœ Andreas Boger; Marc Bohner; Paul Heini; Karsten Schwieger; Erich Schneider ๐Ÿ“‚ Article ๐Ÿ“… 2008 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 296 KB

Increased fracture risk has been reported for the adjacent vertebral bodies after vertebroplasty. This increase has been partly attributed to the high Young's modulus of commonly used polymethylmethacrylate (PMMA). Therefore, a compliant bone cement of PMMA with a bulk modulus closer to the apparent

Performance of tunnel support under larg
โœ W.D. Ortlepp; T.R. Stacey ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 620 KB

Tunnels under high stresses and deep mining conditions are often subjected to large static and dynamic deformations. It is usually not practically possible to contain the energy involved by means of stronger support. Instead, the support must yield and, in yielding, absorb energy. With yielding supp

UNIVERSAL METHOD TO MEASURE DYNAMIC PERF
โœ J.D. DICKENS; C.J. NORWOOD ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 293 KB

A two-mass method is proposed to determine the four-pole parameters of a uni-directional asymmetrical vibration isolator. It may be regarded as a universal testing procedure applicable to uni-directional or bi-directional, and asymmetrical or symmetrical vibration isolators under static load. Genera