A new method of damage classification based on the calculation of these parameters is presented.
A lot of vibration method of damage detection are developed till present time.
Mickens et al. (2003) developed a simple vibration-based method of damage identification for monitoring ageing structures.
Subsequently, a reconstruction method of damage status vector by using training sample fusion algorithm was introduced.
Hence, a novel method of damage localization is presented to utilize the direct model updating technique and provide reliable and practical equations for this process.
We have implemented the method of damage control orthopaedics (DCO) for critical patients with ISS>20 or proven pulmonary contusions (Figs. 1 3).
A prediction and evaluation method of damage for snow-melting heated pavement concrete was established as well.
At a moment practical engineers have no instrument to make right choice of most appropriate method of damage detection for some or other structure.
Such a method of damage detection can be quite effective during post-earthquake assessment of civil engineering structures or if one wants to control the stiffness loss of a reinforced concrete structure after it was accidentally overloaded.
As suggested in the pre-eruption vulnerability assessment (Jenkins et al. 2014), the physical vulnerability of a structure – as in its construction age, quality and type, the material and its orientation relative to flow – did affect the level, and perhaps method, of damage or destruction.
