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In addition, the contribution of the transverse reinforcement in the capacity of the element is included.
As a result, two bending moment limit values are obtained and their minimum corresponds to the real bearing capacity of the element.
Low bond capacities and cyclic degradation phenomena, however, have a great influence on different deformation sources, especially on fixed end rotation, which makes a significant contribution to the total deformation capacity of the element.
Estimating the seismic capacity of a structural element requires an estimation of the critical combination of responses acting in this structural element and compare this combination with the capacity of the element.
In this study we do rank the strength of contextual elements (as defined in Table 1) in regard to how supportive and accepting they are of the ACCII intervention (Table 2), but we also use a separate table to measure and account for the positive, neutral or negative impact the element has on the ACCII or the capacity of the element to impact improvement (Table 3).
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IDARC can identify the location of the plastic hinges, calculate the capacity of the elements, and implement spreading-plasticity.
The experimental program, including material characterization, impact load and ultimate static load tests, is aimed at evaluating the actual load carrying capacity of the elements.
IDARC can identify the location of the plastic hinges by considering the capacity of the elements and can implement spreading-plasticity. Since this study was based on the IDA method, each earthquake history was employed using eight or more steps.
Considering the relevance and the artistic value of cross vaults in European seismic prone areas, a parametric study on the seismic capacity of this element is presented.
This group includes the capacities of the elements dedicated to pedestrian movement and to passenger storage.
Generally, a structure is synthesized by several components or elements and its capacity to resist the given load(s) is a function of the capacity of the individual element.
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