Results of the tests are then used to compare the strength capacity and other seismic performance parameters of the slabs including; ductility and the behaviour factor.
The damage mechanisms and the extent of damage have been studied using principal stress plots along with plastic strain diagrams and used to assess the residual strength capacity of key elements that can cause catastrophic failure of large sections of the building and propagate progressive collapse.
The intermediate and ultimate behaviors of these cantilever members are discussed using multiple performance parameters, including strength capacity, flexural ductility, failure pattern, hysteretic response, energy dissipation capacity, and stiffness retention.
The Bayesian parameter estimation technique is used to develop probabilistic displacement and strength capacity and demand models for reinforced concrete structural walls.
The influences of scour depths and foundation retrofitting on the behavior of bridge piers are extensively investigated using various performance parameters, including the strength capacity, lateral stiffness, strength retention, and plastic failure mechanism.
It was also found that the simple direct strength capacity prediction can reasonably be used in most of the cases.
Another study [120] used 80, 90, and 95% of maximal volitional strength capacity (MVSC), with low training volume as the criterion.
Although one-handed pulling is commonly used in many tasks, normative data on the populational strength capacity are scarce.
This data is then used to develop probabilistic models of pitting corrosion and strength capacity of 7-wire strands.
High-intensity strength training effectively improves strength capacity during repetitive MVC of the painful trapezius muscle.
