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Titlebook: Energy-Based Seismic Engineering; Proceedings of IWEBS Amadeo Benavent-Climent,Fabrizio Mollaioli Conference proceedings 2021 The Editor(s)

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21#
發(fā)表于 2025-3-25 06:45:27 | 只看該作者
https://doi.org/10.1007/978-3-7091-9521-5smic design. Earthquake response analysis is a useful tool for establishing and calibrating a design method. The reliability of the design method depends largely on the reliability of the analysis. The reliability of the analysis result improves according with the accuracy of the hysteresis model ap
22#
發(fā)表于 2025-3-25 08:55:56 | 只看該作者
978-3-030-73934-8The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
23#
發(fā)表于 2025-3-25 15:30:42 | 只看該作者
Energy-Based Seismic Engineering978-3-030-73932-4Series ISSN 2366-2557 Series E-ISSN 2366-2565
24#
發(fā)表于 2025-3-25 17:29:02 | 只看該作者
25#
發(fā)表于 2025-3-25 22:53:35 | 只看該作者
26#
發(fā)表于 2025-3-26 02:10:40 | 只看該作者
Energy Dissipation Capacity of RC Columns Subjected to Dynamic Biaxial Seismic Loadings on a Shake e main parameter for verification. The gap in knowledge about the energy dissipation capacity of structural members is considerable, particularly for reinforced concrete (RC) structural elements. In this study, the energy dissipation capacity of three RC columns subjected to dynamic seismic loadings
27#
發(fā)表于 2025-3-26 06:39:07 | 只看該作者
28#
發(fā)表于 2025-3-26 09:18:42 | 只看該作者
Reinforced Concrete Columns: Insight on Energy-Based Assessment from Biaxial Tests with Different Lhear modes under five different load paths are used to discuss whether an energy-based failure criterion would be advantageous with respect to a deformation-based one. Based on the limited evidence of these 18 tests it appears that the relation between energy and damage, compared to that of drift ra
29#
發(fā)表于 2025-3-26 13:18:44 | 只看該作者
Evaluation of Different Approaches to Estimate Seismic Input Energy and Top Displacement Demand of seismic design codes since it accounts for duration, frequency content and pulse-type of the ground motion. Cumulative damage potential of the earthquake excitation is also taken into consideration by this approach. In order to obtain a satisfactory design, energy capacity of a structure should exc
30#
發(fā)表于 2025-3-26 19:18:23 | 只看該作者
,NDSHA—A Reliable Modern Approach for Alternative Seismic Input Modelling, damage indicates that some of this energy was not duly dissipated by the structure. Realistic alternative time histories representation of seismic action is crucial for reliable assessment of the earthquake energy input, transmitted to the structures, as well as for relevant damage capacity of the
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