作者: Earl H. Dowell , Howard C. Curtiss , Robert H. Scanlan , Fernando Sisto
DOI: 10.1007/978-94-015-7858-5_6
关键词: Sensitivity (control systems) 、 Wind engineering 、 Bridge deck 、 Engineering structures 、 Aeroelasticity 、 Structural engineering 、 Construction engineering 、 Computer science
摘要: In recent decades the designs and methods of fabrication new engineering structures have been such as to render them more flexible not highly damped their counterparts past. As a result sensitivity natural wind has become an object considerable attention, many studies in occasioned. these only character alone—as loading function—has taken into account, but also interaction between structure consequent structural motion required consideration. It is latter group aeroelastic that will be examined particularly this chapter.