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Titlebook: Advances in Structural Vibration; Select Proceedings o Subashisa Dutta,Esin Inan,Santosha Kumar Dwivedy Conference proceedings 2021 Springe

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31#
發(fā)表于 2025-3-27 00:45:23 | 只看該作者
Modification and Modeling of Experiments with Bi-directional Loading on Reinforced Concrete Columnsessary changes in model parameters for the purpose of calibration. It is also found that the analytical model accounting for the aforementioned functional interactions leads to a more realistic and different dynamic structural response from that obtained using the analytical model ignoring the interactions.
32#
發(fā)表于 2025-3-27 05:08:53 | 只看該作者
Fatigue Life Estimation of an Integral RC Bridge Subjected to Transient Loading Using Ansysdeflection in the longest span, its variation with loading history, and its influence on fatigue life have been analyzed and found to match satisfactorily with standard results, and the same process is applied on various length of a longer span.
33#
發(fā)表于 2025-3-27 07:30:56 | 只看該作者
34#
發(fā)表于 2025-3-27 09:46:16 | 只看該作者
35#
發(fā)表于 2025-3-27 15:33:57 | 只看該作者
36#
發(fā)表于 2025-3-27 20:41:24 | 只看該作者
https://doi.org/10.1007/978-3-662-49429-5rucial aspects of the nonlinear behaviour and energy dissipation characteristics of the building frame under the influence of SSI. The study shows that seismic soil–structure interaction cannot be ignored, contrary to the present state of practice and guidelines of the design codes of various countr
37#
發(fā)表于 2025-3-27 23:54:08 | 只看該作者
38#
發(fā)表于 2025-3-28 02:22:54 | 只看該作者
39#
發(fā)表于 2025-3-28 06:21:58 | 只看該作者
Non-linear Dynamic Analysis of Structures on Opencast Backfilled Mine Due to Blast Vibrationtures. Blast-resistant design and detailing criteria should be kept in mind when designing such structures in mine regions. In future, efforts will be driven to find out the safe permissible distance of residential structures in mining areas.
40#
發(fā)表于 2025-3-28 10:46:54 | 只看該作者
Seismic Behaviour of RC Building Frame Considering Soil–Structure Interaction Effectsrucial aspects of the nonlinear behaviour and energy dissipation characteristics of the building frame under the influence of SSI. The study shows that seismic soil–structure interaction cannot be ignored, contrary to the present state of practice and guidelines of the design codes of various countr
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